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S.No. Item Qty. Unit Rate In Rs. Amount
1Extra for random rubble masonry with hard stone in superstructure above
plinth level and upto two stories 1.00 Cum. 3812.00 3812.00
2Extra for coursed rubble masonry with hard stone (first or second
sort) in superstructure above plinth level and upto two stories. 1.00 Sqm. 607.00 607.00
3
Half brick masonry with FPS bricks of class designation 75 in
superstructure above plinth level upto two stories. Cement mortar 1:4 (1
cement :4 coarse sand) 1.00 Sqm. 528.00 528.00
4
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded
20mm nominal size stone aggregate) finished with a floating coat of neat
cement including cement slurry, but excluding the cost of nosing of steps
etc. complete 40mm thick 1.00 Sqm. 292.00 292.00
5
Cement plastering including T&P, scaffolding, material and complete
labpour, including cost of water, curing, racking of joints etc. with 12 mm
cement plaster finished with a floating coat of neat cement of mix :1:4 (1
cement : 4 fine/ coarse sand) 1.00 Sqm. 186.00 186.00
6Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine
sand) Flush/ Ruled pointing 1.00 Sqm. 141.00 141.00
7
Providing and fixing 1st quality standard white, grey, ivory, fume red brown,
light green, light blue and other light shades glazed tiles confirming to IS :
13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars
etc. laid on a bed of neat cement slurry finished with flush pointing in the
white cement mixed with pigment to match the shade of the tile complete
(excluding the cost of cement plaster on walls and pillar).1.00 Sqm. 679.00 679.00
8
Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm
confirming to IS : 13755 and IS : 15622 colour such as white, grey, ivory,
fume red brown, light green, light blue and other light shades in floors,
steps, pillars etc. laid on a bed of neat cement slurry finished with flush
pointing in the white cement mixed with pigment to match the shade of the
tile complete (including the cost of cement mortar bed 1:4).1.00 Sqm. 660.00 660.00
9Providing and applying plaster of paris putty of 2 mm thickness over
plastered surface to prepare the surface even and smooth complete 1.00 Sqm. 126.00 126.00
Earnest Money : Rs. ………..
Date of Receipt :- CR No. …………… Dated. …….
Copy issued to M/s ……
JODHPUR NAGAR NIGAM, JODHPUR
PART - ( A ) CIVIL WORK
NAME OF WORK - Reparing / Mantinance work in nagar nigam office building ON ANNUAL
RATE CONTRACT BASES
G-SCHEDULE
NIT No. ………….. date …………… Sr No. ……..
Last Date of Sale :-
10
Distempering with oil bound washable distemper of approved brand and
manufacture to give an even shade New work (two or more coats) over
and including priming coat with cement primer. 1.00 Sqm. 86.00 86.00
11Painting with synthetic enamel paint of approved brand and
manufacture to give an even shade Two or more coats on new work 1.00 Sqm. 69.00 69.00
12
Steel work welded in built up sections/ framed work including cutting,
hoisting, fixing in position and applying a priming coat of approved steel
primer using structural steel etc. as required.In gratings, frames, guard bar,
ladder, railings, brackets, gates and similar works1.00 Kg. 87.50 87.50
13
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm
angle iron and 3mm M.S. gusset plates at the junctions and corners, all
necessary fittings complete, including applying a priming coat of approved
steel primer. Using flats 30x6mm for diagonal braces and central cross
piece. 1.00 Sqm. 2680.00 2680.00
14
Providing and fixing factory made ISI marked steel glazed doors,
windows and ventilators side /top /centre hung with beading and all
members such as F7D, F4B, K11 B and K12 B etc. complete of
standard rolled steel sections, joints mitred and flash butt welded
and sash bars tenoned and rivetted with 15x3mm lugs, 10cm long,
embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1
cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal
size) or with wooden plugs and screws or rawl plugs and screws or
with fixing clips or with bolts and nuts as required, including
providing and fixing of hinges, pivots, float glass panes with glazing
clips and special metal sash putty of approved make and a priming
coat of approved steel primer excluding the cost of metal beading
and other fittings except necessary hinges or pivots complete as per
approved design.1.00 Sqm. 3040.00 3040.00
15
Providing and fixing GI wire gauge of average width of aperture 1.56mm
with wire of 0.45mm to existing steel door, window shutter frames with
necessary M.S. strip beading 20x3mm with suitable screw at not exceeding
150mm distance etc. complete. 1.00 Sqm. 495.00 495.00
16Providing and fixing M.S. round or square bars with M.S. flats at required
spacing in wooden frames of windows and clerestory windows 1.00 Kg. 61.50 61.50
17
Providing and fixing Marble stone flooring table rubbed, 15-18 mm thick
over 20mm (Av.) thick base of CM 1:4 (1 cement : 4 coarse sand) or slab
in wal, steps, pillars, counters, jambs, shelves, sills etc laid over 12mm
(Av.) thick base of CM 1:3 (1 cement : 3 coarse sand), jointing with white
cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match
the shade of the marble slab including grinding, rubbing and polishing
complete.Makrana 'Adanga'. 1501 Cm2 to 3600 Cm2 Tiles1.00 Sqm. 1520.00 1520.00
18 Aluminium hanging floor door stopper with twin rubber & stopper1.00 Each 27.00 27.00
19 Hydraulic door closer tubular type Aluminium section body 1.00 Each 900.00 900.00
Providing and fixing aluminium handles ISI marked anodised (anodic
coating not less than grade AC 10 as per IS : 1868) transparent or
dyed to required colour or shade with necessary screws etc.
complete : 125 mm 1.00 Each 52.50 52.50
100 mm 1.00 Each 46.00 46.00
20
21
Providing and fixing glazing in aluminium door, window, ventilator shutters
and partitions etc. with PVC/ neoprene gasket etc. complete as per the
architectural drawings and the directions of engineer-in charge . (Cost of
aluminium snap beading shall be paid in basic
item) : With float glass panes of 4.0 mm thickness 1.00 Sqm. 741.00 741.00
22
Kota stone slab flooring 25mm thick over 20 mm (average) thick base laid
over and jointed with grey cement slurry mixed with
pigment to match the shade of the slab including rubbing and
polishing complete with base of cement mortar 1 : 4 (1 cement : 4
coarse sand) : Area of each slab 900 to 2000 sqcm 1.00 Sqm. 1020.00 1020.00
23 A
Providing and fixing aluminium work for doors, windows, ventilators and
partitions with extruded built up standard tubular sections/
appropriate Z sections and other sections of approved make
conforming to IS: 733 and IS: 1285, fixed with rawl plugs and screws
or with fixing clips, or with expansion hold fasteners including
necessary filling up of gaps at junctions, at top, bottom and sides
with required PVC/neoprene felt etc. Aluminium sections shall be
smooth, rust free, straight, mitred and jointed mechanically wherever
required including cleat angle, Aluminium snap beading for glazing /
panelling, C.P. brass / stainless steel screws, all complete as per
architectural drawings and the directions of Engineer-in-charge.
(Glazing and panelling to be paid for separately) :For fixed portion.
Anodised aluminium (anodised transparent or dyed to required
shade according to IS: 1868, Minimum anodic coating of grade AC
15) 1.00 Kg. 357.00 357.00
23BPowder coated aluminium (minimum thickness of powder coating 50
micron 1.00 Kg. 383.00 383.00
23C
For shutters of doors, windows & ventilators including providing and fixing
hinges/ pivots and making provision for fixing of fittings wherever required
including the cost of PVC / neoprene gasket required (Fittings shall be paid
for separately).Anodised aluminium (anodised transparent or dyed to
required shade according to IS: 1868, Minimum anodic coating of grade
AC
15) 1.00 Kg. 383.00 383.00
23DPowder coated aluminium (minimum thickness of powder coating 50
micron1.00 Kg. 409.00 409.00
24
Providing and fixing 12mm thick Pre-laminated particle board flatpressed
three layer or graded wood particle board conforming to IS:
12823 Grade l Type ll, in panelling fixed in aluminium doors,
windows shutters and partition frames with C.P. brass / stainless
steel screws etc. complete as per architectural drawings and
directions of engineer-in-charge. Pre-laminated particle board with
decorative lamination on both sides. 1.00 Sqm. 892.00 892.00
25
Providing and fixing glazing in aluminium door, window, ventilator shutters
and partitions etc. with PVC/ neoprene gasket etc. complete as per the
architectural drawings and the directions of engineer-in charge . (Cost of
aluminium snap beading shall be paid in basic
item) :
With float glass panes of5.50 mm thickness 1.00 Sqm. 981.00 981.00
26
Providing and fixing double action hydraulic floor spring of approved brand
and manufacture IS : 6315 marked, for doors including cost of
cutting floors as required, embedding in floors and cover plates with
brass pivot and single piece M.S. sheet outer box with slide plate
etc. complete as per the direction of Engineer-in-charge.
With stainless steel cover plate1.00 Each 1410.00 1410.00
27
Providing and fixing powder coated aluminium work (minimum thickness of
powder coating 50 micron) consisting of tee/ angle
sections, of approved make conforming to IS : 733 in frames of false
ceiling including aluminium angle cleats with necessary C.P. brass/
stainless steel sunk screws, aluminium perimeter angles fixed to wall
with rawl plugs @ 450 mm centre to centre and fixing the frame work
to G.I. level adjusting hangers 6 mm dia. with necessary cadmium
plated machine screws all complete as per approved architectural
drawings and direction of the Engineer-in-charge (level adjusting
hangers, ceiling cleats and expansion hold fasteners to be paid for
separately
1.00 Kg. 501.00 501.00
28
Filling the gap in between aluminium frame & adjacent RCC/ Brick/Stone
work by providing weather silicon sealant over backer rod of approved
quality as per architectural drawings and direction of
Engineer-in-charge complete.Upto 5mm depth and 5 mm width 1.00 MTR 44.50 44.50
29
Providing and fixing double glazed hermetically sealed glazing in aluminium
windows, ventilators and partition etc. with 6 mm thick
clear float glass both side having 12 mm air gap including providing
EPDM gasket, perforated aluminium spacers, desiccants, sealant
(Both primary and secondary sealant ) etc. as per specifications,
drawings and direction of Engineer-in-charge complete. 1.00 Sqm. 3280.00 3280.00
30
Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm
thick & 2100 mm long with SS screws etc .complete as per
direction of Engineer-in-Charge.
Anodized (AC 15 ) aluminium tubular handle bar 1.00 Each 523.00 523.00
31
Providing and fixing 100mm brass locks (best make of approved quality)
for aluminium doors including necessary cutting and making
good etc. complete. 1.00 Each 325.00 325.00
32
Providing and fixing anodised aluminium (anodised transparent or dyed to
required shade according to IS : 1868. Minimum anodic
coating of grade AC 15) sub frame work for windows and ventilators
a with extruded built up standard tubular sections of approved make
conforming to IS: 733 and IS : 1285 fixed with rawl plugs and
stainless steel screws etc. 1.00 Kg. 367.00 367.00
33
Providing fixing aluminium round shape handle of outer dia 100mm with SS
screws etc. Complete as per direction of Engineer-in-charge
Anodized (AC 15 ) aluminium 1.00 Each 66.50 66.50
34
Providing fixing aluminium casement windows fastener of required length
for aluminium windows with necessary screws etc. complete.
Anodized (AC 15) aluminium 1.00 Each 55.50 55.50
27834.00
Providing and fixing G.I. pipes complete with G.I. fittings and clamps,
including cutting and making good the walls etc.Internal work - Exposed on
wall (a) 15mm dia nominal bore 1.00 Mtr. 199.00 199.00
( b) 25mm (---do---) 1.00 Mtr. 292.00 292.00
2Providing and fixing G.I. pipes complete with G.I. fittings including
trenching and refilling etc External work :25 mm dia. nominal bore 1.00 metre 243.00 243.00
3
Providing and fixing white vitreous china wash basin including
making all connections but excluding the cost of fittings Flat back wash
basin of size 630x450mm 1.00 Each 921.00 921.00
4
Providing and fixing white vitreous china flat back or wall corner type lipped
front urinal basin of 430x260x350mm and 340x410x265mm sizes
respectively. 1.00 Each 947.00 947.00
5
Providing and fixing water closet squatting pan (Indian type W.C.
pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white
P.V.C. flushing cistern with manually controlled device (handle lever)
conforming to IS : 7231, with all fittings and fixtures complete
including cutting and making good the walls and floors wherever
required White Vitreous china Orissa pattern W.C. pan of size 580x440mm
with integral type foot rests.1.00 Each 3570.00 3570.00
6
Providing and fixing white vitreous china pedestal type water closet
(European type W.C. pan) with seat and lid, 10 litre low level white
P.V.C. flushing cistern with manually controlled device (handle
lever), conforming to IS : 7231, with all fittings and fixtures complete
including cutting and making good the walls and floors wherever
required W.C. pan with ISI marked white solid plastic seat and lid 1.00 Each 3450.00 3450.00
7
Providing and fixing P.V.C. low level flushing cistern with manually
controlled device (handle lever) conforming to IS : 7231, with all
fittings and fixtures complete. 10 litre capacity - White 1.00 Each 855.00 855.00
8Providing and fixing P.V.C. waste pipe for sink or wash basin
including P.V.C. waste fittings complete. Flexible pipe 32 mm dia 1.00 Each 53.50 53.50
9
Providing and fixing 600x450 mm beveled edge mirror of superior
glass (of approved quality) complete with 6 mm thick hard board
ground fixed to wooden cleats with C.P. brass screws and washers
complete 1.00 Each 816.00 816.00
10
Providing and fixing PTMT towel ring trapezoidal shape 215mm
long, 200mm wide with minimum distances of 37mm from wall face
with concealed fittings arrangement of approved quality and colour.
Weighing not less than 88 gms. 1.00 Each 183.00 183.00
11
Providing and fixing PTMT towel rail complete with brackets fixed to
wooden cleats with CP brass screws with concealed fitting
arrangement of approved quality and colour. 1.00 Each 390.00 390.00
PART - ( B ) SANITARY WORK
1
TOTAL
12Providing and fixing brass bib cock of approved quality :15 mm nominal
bore 1.00 Each 215.00 215.00
13Providing and fixing brass stop cock of approved quality 15 mm nominal
bore 1.00 Each 240.00 240.00
14Providing and fixing PTMT pillar cock of approved quality and colour 15mm
nominal bore, 107mm long. Weighing not less than 110 gms. 1.00 Each 168.00 168.00
15
P&F Inlet Connection (Angle, Valves) Superior quality, of approved
make for Wash basin, Gyser etc.C.P. Inlet connection 15mm. brass (IS
8931 marked) 1.00 Each 316.00 316.00
16
P & F PVC storage Tank confirming to (IS : 12701/89) Standards of
approved make with cover, 25mm dia 1M long G.I. over flow pipe & 25cm.
Long wash out pipe with plug & socket. Including making connection etc.
complete of approved design 1000 (litres capacity) 1.00 Each 6900.00 6900.00
17Providing and fixing gun metal gate valve with C.I. wheel of approved
quality (screwed end) 25 mm nominal bore 1.00 Each 497.00 497.00
18
Providing and fixing PTMT Ball cock of approved quality, colour and make
complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic
ball.15 mm nominal bore, 105 mm long. Weighing not less than 138 gms.1.00 Each 153.00 153.00
Providing and fixing on wall face Unplasticised Rigid PVC Single socketed
pipes rain water pipes conforming to IS : 13592 Type A including jointing
with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal
expansion (a) 110 mm dia 1.00 Mtr. 253.00 253.00
(b) 75 mm dia 1.00 Mtr. 155.00 155.00
20
Providing and fixing Unplasticised -PVC pipe clips of approved design to
Unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood
plugs, screwed with M.S. screws of required length including cutting brick
work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and
making good the wall etc. complete.1.00 Each 173.00 173.00
21
Providing and fixing on wall face Unplasticised - PVC moulded fittings/
accessories for Unplasticised Rigid PVC rain water pipes conforming to IS
: 13592 Type A including jointing with seal ring conforming to IS : 5382
leaving 10 mm gap for thermal expansion.Coupler 110mm dia1.00 Each 152.00 152.00
21141.50
48975.50Grand Total
19
TOTAL
EXECUTIVE ENGINEER
NAGAR NIGAM, JODHPUR.
I/We hereby agree to do the above work @ ___________ Above/below the "G" Schedule.
_
(Signature of Contractor)
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Terms and Condition :-
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NIT No. ………….. date …………… Sr No. ……..
Last Date of Sale :- Earnest Money : Rs. ………..
Date of Receipt :- CR No. …………… Dated. …….
Copy issued to M/s ……
Sno Particulars Qty Unit Rate Amount
1 Providing and laying in position cement concrete including curing
compaction etc. of specified grade excluding the cost of centering and
shuttering All up to plinth level IS 456-2000:1:4:8 (1Cement :4 Course
Sand :8 Graded stone aggregate 40 mm nominal size (Crusher Broken)58.00 Cum 2755 159790
2 Marble stone flooring table rubbed, 18-20 mm thick over 20 mm (Av.)
thick base of CM 1:4 (1-Cement:4-coarse sand) jointing with white
cement mortar 1:2 (1-White cement:2-marble dust) with pigment to
match the shade of the marble slab including grinding rubbing and
polishing complete IS 1130-1969.Rajnagar Istquality .Size 600x600580.00 Sqm 1091 632780
3 Cement concrete flooring grade 1:2:4 (1-Cement:2-Coarse sand:4-graded
stone aggregate) rounding off edges etc. but excluding the cost of nosing
of steps etc. complete IS 2571-1970 :50 mm thick with 20 mm thick
nominal size aggregate.600 Sqm 281 168600
6 Pointing on stone masonary in cement sand mortar 1:3 (1-Cement:3-
Sand) :Deep grooved pointing150 Sqm 105 15750
7 Providing and fixing Granite stone slab mirror polished and
machine edge cut in Walls, Pillars, Steps, Shelves, Sills, Counters.
Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3
jointing with white cement mortar 1:2 (1 white cement: 2 marble
dust) with pigment to match the shade of the marble slab
complete including grinding, rubbing and polishing of IS 3316-
1974 :Green/Black/Other granite Size 801 to 1500 Cm2
128 Sqm 1826 233728
1210648
PART-B (GROUND FLOOR AREA EXCLUDING KITCHEN AND DINING HALL)
Providing and laying in position cement concrete including curing
compaction etc. of specified grade excluding the cost of centering and
shuttering All up to plinth level IS 456-2000:1:4:8 (1Cement :4 Course
Sand :8 Graded stone aggregate 40 mm nominal size (Crusher Broken)131 Cum 2755 360905
1 Marble stone flooring table rubbed, 18-20 mm thick over 20 mm (Av.)
thick base of CM 1:4 (1-Cement:4-coarse sand) jointing with white
cement mortar 1:2 (1-White cement:2-marble dust) with pigment to
match the shade of the marble slab including grinding rubbing and
polishing complete IS 1130-1969.Rajnagar Istquality .Size 600x6001310 Sqm 1091 1429210
1790115
3000763
Total B
Total (A+ B)
NAME OF WORK- Flooring work in kitchen ,dining area and ground floor in newly
under construction MBM girls hostel in collage hostel compound.
JODHPUR NAGAR NIGAM
G-SCHEDULE
Total A
PART-A (KITCHEN AND DINING HALL)
Terms and Condition :-
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(Signature of Contractor)
3-th-lkj.kh esa of.kZr dk;ksZ ds vfrfjDr o vf/kd dk;Z laosnd }kjk nh xbZ njksa ds vk/kkj ij djok;s tk ldsaxsA 4-dk;Z LFky ij dk;Z laEcaf/kr lwpuk,a n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk gksxkA5-Vad.k =qVh dh voLFkk esa lEcfU/kr jsV ekU; gksxhA
NAGAR NIGAM, JODHPUR.
I/We hereby agree to do the above work @ ___________
Above/below the "G" Schedule.
Name _______________
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EXECUTIVE ENGINEER
NIT No. ………….. date …………… Sr No. ……..
Last Date of Sale :- Earnest Money : Rs. ………..
Date of Receipt :- CR No. …………… Dated. …….
Copy issued to M/s ……
S.No. Item No. L B H Qty. UnitRate in
Rs.Amount
1
Dismantling of existing structures like culverts,
bridges, retaining walls, CC road and other
structure comprising of masonry, cement
concrete, wood work, steel work, including T&P
and scaffolding wherever necessary, sorting the
dismantled material, disposal of unserviceable
material and stacking the serviceable material
with all lifts and lead of 50 metres as directed by
Engineer.Lime Concrete, cement concrete grade
M-10 (1:5:10) and below
1 200 5 0.2 200 cum 264 52800
2
Earth work in excavation for roadway, including
trimming bottom and side slopes in accordance
with requirement of line, grades and cross
sections, including disposal of surplus material
with all lift and lead upto 1000 metre as per
MoRT&H specification clause 301.In all type of
soil
1.00 200.00 5.00 0.30 300.00 cum 145.00 43500.00
3
Providing and laying in position cement concrete
of specified grade excluding the cost of centring
and shuttering - All work upto plinth
level :
OFFICE OF THE NAGAR NIGAM, JODHPUR
G-SCHEDULE
Name of work:- Interlocking tile work at various places in city consistency jodhpur
a1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded
stone aggregate 40
mm nominal size).
1.00 490.00 5.00 0.10 245.00 cum 3360.00 823200.00
4
Providing and fixing of precast concrete
interlocking tiles of desired shape of M 30 grade
manufactured from fully computerized automatic
stationery hydraulic viebro pressed machine and
fully computerized automatic batching plant of
class A1/A2 as per BS 6717:2001. The CC
interlocking paving blocks be laid on average
50mm. thick bed of coarse sand and the joint is to
be filled with fine sand. Laying procedure on
compacted sub-base as defined. Complete job is
to be executed as per the instruction of Enginee
incharge. The rates to be inclusive of all lead &
Lifts etc. complete as per specifications. Tensile
splitting strength, abrasion and braking load etc.
as per BS 6717:2001, Grey cement. 80mm thick
1.00 390.00 5.00 1950.00 sqm 578.00 1127100.00
5
Providing and fixing of 60mm thick precast
cement concrete interlocking paver block casted
with rubber moulds in approved reflective colour
and design having minimun compressive strength
of 300 kg/ sq cm. The CC paving blocks be laid
on average 50mm thick bed of coarse sand and
the joint is to be filled with fine sand. Laying
procedure on compacted sub-base as defined.
Complete job is to be executed as per the
instruction of Engineer incharge. The rates to be
inclusive of all lead & Lifts etc. complete as per
specifications.
1.00 100.00 5.00 500.00 sqm 641.00 320500.00
6
Providing and fixing precast cement concrete M-
20 grade (Using mechanical Concrete Mixer) kerb
stone top and bottom width 115 and 165 mm
respectively, 250 mm high on 150 mm thick PCC
M-10 grade foundation as per design, including
fixing at site as per clause 408 of MoRT&H
Specification including all material, labour,
machinery, lighting, guarding and maintenance of
diversion.
1.00 350.00 350.00 metre 254.00 88900.00
7Carriage of Materials by mechanical transport
including loading, unloading and stacking ::10km1.00 360.00 5.00 0.30 540.00 cum 81.00 43740.00
2499740.00
Terms and Condition :-
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Grand Total
4-dk;Z LFky ij dk;Z laEcaf/kr lwpuk,a n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk gksxkA
5-Vad.k =qVh dh voLFkk esa lEcfU/kr jsV ekU; gksxhA
6- dk;Z djus ls iqoZ ,oa dk;Z djus ds Ik'pkr dk;Z LFky dh QksVks@fofM;ksxzkQh lhMh vko';d :i ls dk;kZy; esa tek djkus gksaxsaA
7- nks"k fuokj.k vof/k fu;ekuqlkj jgsxh A
10 fu"iknu lqj{kk jkf'k 10 izfr'kr e; vuqcU/k ds tek djkuk gksxk A
(Signature of Contractor)
EXECUTIVE ENGINEER
NAGAR NIGAM, JODHPUR.
Name _______________
I/We hereby agree to do the above work @ ___________ Above/below
the "G" Schedule.
8- njsa 4 ekg rd ekU; jgsxh9 l'krZ fufonk Lohdkj ugha gksxh A
S.No. Item Qty. Unit Rate In Rs. Unit Amount
1 Earth work in excavation by mechanical means
(Hydraulic Excavator)/ manual means in
foundation trenches or drains (not exceeding 1.5
m in width or 10 sqm on plan) including dressing
of sides and ramming of bottoms, lift upto 1.5 m,
including taking out the excavated soil and
depositing and refilling of jhiri with watering &
ramming and disposal of surplus excavated soil
as directed with in a lead of 50 meter. All kinds
of soils 50.00 Cum. 159.00 Cum. 7950.00
2 Providing & laying in position cement concrete
including curing, compaction etc. complete using
stone aggregate 40mm nominal size in
foundation plinth, excluding the cost of
shuttering using 1:4:8 (1Cement :4 Course Sand
:8 Graded stone aggregate 40 mm nominal size
(Crusher Broken) 20.00 Cum. 2396.00 Cum. 47920.00
3 Random Rubble stone masonry for foundation
and plinth in Cement Sand mortar above 30CM
thick wall in:
Cement Mortar 1:6 (1 cement : 6 sand) 35.00 Cum. 2506.00 Cum. 87710.00
4 R.R. stone masonry for superstructure above
plinth level one storey height above 30 cm. thick
walls in: Cement Mortar 1: 6 (1 cement :6 sand)
60.00 Cum. 3012.00 Cum. 180720.00
5 Pillar masonry including bed plates as per
specifications. Bed plate to be paid separately.
4.00 Cum. 349.00 Cum. 1396.00
6 Extra for facing as per design and detailed
specifications including additional cost of stones
over item No. for :Course rubble facing First
sort.156.00 Sqm. 280.00 Sqm. 43680.00
7 Extra for facing as per design and detailed
specifications including additional cost of stones
over item No. for :Course rubble facingSecond
sort.85.00 Sqm. 197.00 Sqm. 16745.00
8 Add extra for rock facing with proper projection
and chisel 2 line dressing and building corners
and jambs etc. incl. Uniform joints for 15cm to
20 cm thick courses excl. c.r. facing. 27.09 Sqm. 203.00 Sqm. 5498.26
9 Supplying and fixing Soorsagar Bhura or
equivalent ashlar sills, lintels and dassa,
bearing, bed & top surface made perfectly
even, jambs, skiriting steps etc. rough
dressed :Upto 15 cm. thick.7.00 Cum. 4040.00 Cum. 28280.00
10 Supplying and fixing 7 to 10 cm. Soorsagar or
equivalent stone chaps in lime mortar or
gypsum rough dressed more than 0.60m.
Length. 3.24 Sqm. 247.00 Sqm. 800.28
11 Providing and laying in position specified grade
of reinforced cement concrete including curing,
compaction, finishing with rendering in cement
sand mortar 1:3 (1 cement : 3 coarse sand) and
making good the joints excluding the cost of
centering shuttering and reinforcement for
suspended floors, roofs griders, cantilevers,
staricases, landings, balconies, bands, coping,
bed plates, anchor blocks, sill and beams etc.
upto 4.5 mtr.height above plinth level 1:1.5:3
12.00 Cum. 4212.00 Cum. 50544.00
OFFICE OF NAGAR NIGAM JODHPUR
ESTIMATE
NAME OF WORK -: DEVELOPMENT WORK AT BABA RAMDEV MANDIR IN MADHUBAN MARKET.
S.No. Item Qty. Unit Rate In Rs. Unit Amount
12 Centering and shuttering with plywood or steel
shetts including strutting, propping bracing both
ways with wooden members and removal of
formwork for superstructure up to 4.5 Mtr.
Above plinth for. Suspended floors, roofs
landings starcases, balconies, girders,
cantilevers, bands, coping bed plates, anchor
blocks, sills, chhajjas etc.60.00 Sqm. 231.00 Sqm. 13860.00
13 Providing & fabricating steel reinforcement for
R.C.C. work including cutting, bending, placing
in position and binding complete including cost
of binding wire in foundation, Raft footing step
Beams base of column etc. upto plinth level Hot
rolled deformed (IS : 1139)
1200.00 Kg. 60.00 Kg. 72000.00
14 Cement concrete flooring grade 1:2:4 (1 cement
: 2 coarse sand : 4 graded stone aggregate)
rounding off edges etc. but excluding the cost of
nosing of steps etc. complete 50mm thick with
20mm thick nominal size aggregate.
15.00 Sqm. 244.00 Sqm. 3660.00
Supplying and fixing stone liri in CM 1:4
work facing with proper projection and
chiesel dressing of edges of stone two line
dressing of building corners, jambs etc.
including uniform joints using aluminium
square section of size 12 mm to 15 mm as
per requirement of course and width of
stone not less than 12 Cm., with requisite
humber headers (minimum length of stone
0.9 M) 14 cm (5.5")thick. 40.00 Sqm. 1734.00 p.sqm 69360.00
15 Plaster on new surface on walls in cement sand
mortar 1:4 including racking of joint etc.
complete fine finished : 20mm thick 400.00 Sqm. 145.00 Sqm. 58000.00
16 Deep groove pointing on stone masonry in white
cement sand mortar (1:3) with colour pigment of
approved shade for all type of masonry incl.
racking of joint as per specification complete in
all respect. 70.00 Sqm. 125.00 Sqm. 8750.00
17 Pointing on stone masonry in cement sand
mortar 1:3 (1 cement : 3sand) Deep grooved
pointing.120.00 Sqm. 91.00 Sqm. 10920.00
18 Providing and laying Ceramic glazed floor tiles
300x300 mm (thickness to be specified by the
manufacturer) of 1st quality conforming to IS :
15622 of approved make in all colours, shades,
except White, Ivory, Grey, Fume Red Brown laid
on 20mm thick bed of Cement Mortar 1:4 (1
Cement : 4 Coarse sand) including pointing the
joints with white cement and matching pigments
etc., complete.80.00 Sqm. 776.00 Sqm. 62080.00
19 Cement concrete flooring grade 1:2:4 (1-
Cement:2-Coarse sand:4-graded stone
aggregate) rounding off edges etc. but excluding
the cost of nosing of steps etc. complete IS
2571-1970 :75 mm thick with 20 mm thick
nominal size aggregate.100.00 Sqm. 323.00 Sqm. 32300.00
20 Distempering with oil bound washable
distemper of approved brand and
manufacture to give an even shade
including all scaffolding :New work (two or more
coats) over and including scraping & priming
coat with distemper primer. 175.00 Sqm. 58.00 Sqm. 10150.00
S.No. Item Qty. Unit Rate In Rs. Unit Amount
21 Colour washing of all shades to give and even
shade including all scaffolding New work ( tow or
more coats) with a base coat of whiting.
300.00 Sqm. 10.80 Sqm. 3240.00
22 Painting with enamel paint of approved brand
and manufacture to give an even shade. Two or
more coats on new work.78.00 Sqm. 47.00 Sqm. 3666.00
23 Providing and fixing steel gate grating and grills
made of angles, tees, square bars or other flats
black pipe with holdfast and fittings complete as
per design and drawing including cutting welding
and fabrication with priming coat of red oxide.
580.00 Kg. 77.00 Kg. 44660.00
24 Providing and fixing MS sheet Double leaf door
shutter in anble iron frame 35x35x5cm
suitablility diagonally braced with 25x3mm flat
iron above and below lock bad of size 50x5mm
beading extra including all fittings. As per
direction of Engg. In charge but excluding cost
of chowkhats including two coats of anitcorrastic
red oxide primer paint M.S. sheet 20 SWG
15.50 Sqm. 2290.80 Sqm. 35507.40
25 Supplying and fixing fixed wire gauge of 14
mesh x 24 gauge of the metal frame of rolled
section by metal beading 20x3mm with suitable
screw at not exceeding 150mm distance. 10.00 Sqm. 476.00 Sqm. 4760.00
26 Providing and fixing square bars or other flat
wleded to window, ventilators etc. 22.50 Kg. 65.00 Kg. 1462.50
27 Filling in plinth with locally available river
shingle under floors including watering
ramming consolidating and dressing
complete cost of shingle sand 10.05 Cum. 387.00 Cum. 3889.35
28 Providing and fixing 30 to 40 mm thick stone
chajjas in cement sand mortar 1:4 including
making gola at junction with wall in cement
concrete M-15 grade (1:2:4 nominal mix), drip
course 20 mm thick plastering in CM 1:6 on both
faces.2.00 Sqm. 572.00 Sqm. 1144.00
Supply & fixing of stainless steel pipe
railing for ramp railing height, 90 cm. with
40 mm dia stainless steel pipe with 18 gauge
with drop (vertical post) at 90 cm. C/C and
intermidiate horizontal pipe with suitable
height of same size and gauge with
coupling, grinding and polishing & fix of
master pieces as per required point as per
approved design of Engineer incharge. 25.00 Mtr. 2493.00 p.mtr 62325.00
29 Wiring for Light/fan point/exhaust fan point/call
bell point with 1.5 sqmn FR PVC insulated
usheathed flexible copper conductor 1.1 kv
grade and 1.5 sqmn FR PVC insulated
unsheathed flexible copper earth conductor 1.1
kv grade (IS : 694) for appd. Make in
surface/recessed ISI marked medium duty PVC
conduit & it's accessories, round tiles, 18 SWG
m.s box with earthing terminal, 6A switch,
3.0mm thick phenolic laminated sheet. zinc (a) Short point (upto 3 mtr. 15.00 Point 188.50 Point 2827.50
(b) Medium point (upto 6 mtr.) 8.00 Point 334.00 Point 2672.00
(c ) Long point (upto 10 mtr.) 8.00 Point 489.50 Point 3916.00
S.No. Item Qty. Unit Rate In Rs. Unit Amount
30 Wiring for 3 pin 5 amp plug point 1.5 sqmn PVC
insulated aluminium conductor cable (IS : 694)
of cat. II appd. Make in 16 SWG surface steel
conduit pipe including laying of bare aluminium
conductor of size 2.24mm dia conduit fittings
switch, 5 Amp. 3 pin socket 18 SWG sheet
metal bakelite base, making connection etc. as
required.On Borard.
2.00 Point 69.00 Point 138.00
31 S&F of power plug point accessories on 18
SWG metal box of size 175 x 100x 60 mm on
surface or in recessed with suitable size
phenolic laminated sheet cover including cost of
6 pin 16 amp. Switch and socket outlet making
connection , testing , etc. as required
2.00 Point 140.00 Point 280.00
32 Supplying and drawing for PVC insulated &
unsheathed flexibel copper conductor ISI
marked (IS : 694) of 1.1 KV grade nad approved
conduit/casing capping including making
connection etc. as required.
2 x 1.5 Sqmn. 70.00 Mtr. 21.00 Mtr. 1470.00
2 x 4 sqmn. 25.00 Mtr. 46.50 Mtr. 1162.50
33 S&F following sizes (dia) of ISI marked meduim
duty PVC conduit along with accessories in
surface / recessed using saddles , clamps,
fastener as required including cutting the wall
and making good the same as required . 25 mm
125.00 Mtr. 29.00 Mtr. 3625.00
34 P & F surface / recesse type 10 mm thick Teak
wood board duly antitermite treated , varnished
and fixed by using gutties / PVC fasteners of
following size as required . 250mm x 300mm
1.00 Nos. 33.00 Nos. 33.00
35 P & F surface / recesse mounting heavy duty
horizotal type sheet steel . Distribution board
phophatised / powder painted complete with
copper bus bar , shorting link , neutral link ,
earth link and din bar, conforming to 'IS13032
& IS8623 including making internal DB
terminations with copper lugs , testing etc. as
required . single door ( single phase ) 6 Way
2.00 Nos. 510.00 Nos. 1020.00
36 Providing and fixing 240/415 V MCB of braking
capacity not less than 10 KA (B/C/D tripping
characteristic) ISI marked IS
8828(1996)/conforming to IEC 60898 in existing
board/sheets including making connections etc.
as required.
Single Pole M.C.B.s of rating 6 A to 32 A group
1 3.00 Nos. 151.00 Nos. 453.00
Single Pole & neutral M.C.B. rating 6 A to 32 A
group 1 1.00 Nos. 401.00 Nos. 401.00
37 P & F double ball bearing capacitor'start ceiling
fan of approved make 'complete with
regulator and other accessories as
required. 1200 MM SWEEP 4.00 Nos. 1203.00 Nos. 4812.00
38 P & F strip type fluorscent tube fitting
fabricated from CRCA sheet 'stove enamelled
paint complete with accessories like copper
wound 'polyester /open construction (VPIT)
ballast, starter, starter seat, rotor holder,
terminal block duly prewired with copper
conductor including making connection,
testing etc. as required. (without tube) 1 X 36
Watts, Group - I
10.00 Nos. 321.00 Nos. 3210.00
S.No. Item Qty. Unit Rate In Rs. Unit Amount
39 P & F Fluorscent tube rod in existing 'fixtures as
required 'Flourscent powder coated 36/40 Watts
Group - I 10.00 Nos. 56.00 Nos. 560.00
40 P & F 16mm M.S. Fan clamps of standard shap
& size in RCC slab including cutting chase and
making good and paintings exposed portion at
the clamps complee in new roofs.
4.00 Nos. 51.00 Nos. 204.00
999557.79
10.0 LACS
Junior Engineer Assistant Engineer Executive Engineer
Nagar Nigam Nagar Nigam Nagar Nigam
Jodhpur Jodhpur Jodhpur
SAY
Total
NIT No. ………….. date …………… Sr No. ……..
Last Date of Sale :- Earnest Money : Rs. ………..
Date of Receipt :- CR No. …………… Dated. …….
Copy issued to M/s ……
S.No. Item Qty. UnitRate in
Rs.Amount
1
Earth work in excavation for roadway, including
trimming bottom and side slopes in accordance
with requirement of line, grades and cross
sections, including disposal of surplus material
with all lift and lead upto 1000 metre as per
MoRT&H specification clause 301.In all type of
soil
540 cum 145 78300
2
Compacting original ground Loosening upto a
level of 500 mm below the subgrade level
watered, graded and compacted in layers by
vibratory roller 8-10 tonne to meet requirement of
table 300-2 for subgrade construction as per
MoRT&H specification clause 305.3.4.
540.00 cum 37.00 19980.00
3
Providing, laying, spreading and compacting of
granular sub-base by providing close graded
material (Table 400-1), spreading in uniform
layers with motor grader on prepared surface,
mixing by mix in place method with rotavator at
OMC, and compacting with vibratory roller to
achieve the desired density, complete as per
MoRT&H specification clause - 401 including all
material, labour, machinery, lighting, guarding
and maintenance of diversion. Grading - III
Material
162.00 cum 813.00 131706.00
4
Providing, laying, spreading (with paver finisher
only) and
compacting wet mix macadam (WMM) base
course comprising of
graded stone aggregate and granular material
conforming to
MORT&H specifications (Table 400-II) in layers
of equal compacted
thickness each consolidated, including pre-
mixing the material with
water at OMC in mechanical mixer (Pug Mill),
carriage of mixed
material by tippers to site, laying in uniform layers
in base course on
a well prepared sub-base/ base course and
compacting with power
vibratory-roller to achieve the desired density
complete as per
MoRT&H specification clause - 406 including all
material, labour,
machinery, lighting, guarding and maintenance of
diversion.
324.00 cum 1360.00 440640.00
5
Providing and applying primer coat over prepared
surface of granular base with bitumen emulsion
as per IS : 8887 and approved quality @ 0.6
kg/sqm with the help of spray set fitted on
bitumen Container (boiler) after cleaning the
surface including removing of binding material
and other foreign matter with wire brushes and
small picks, sweeping with brooms or soft
brushes and finally dusting with old gunny bags
and compressed air to receive bituminous
treatment complete as per clause 502 of
MoRT&H specification including all material,
labour, machinery, lighting, guarding and
maintenance of diversion.
1890.00 sqm 20.00 37800.00
OFFICE OF THE NAGAR NIGAM, JODHPUR
Name of work:- Road restoration work Near veer teja mandir
situated on new pali road in ward no. 25
G-SCHEDULE
6
Providing and applying tack coat on the prepared
surface with bitumen emulsion as per IS: 8887
and approved quality @ 0.2 kg/sqm with the help
of spray set fitted on bitumen Container (boiler)
after cleaning the surface with brooms or soft
brushes and finally dusting with old gunny bags
and compressed air to receive
bituminous treatment complete as per clause 502
of MoRT&H specification including all material,
labour, machinery, lighting, guarding and
maintenance of diversion.
1926.00 sqm 7.00 13482.00
7
Carriage of Materials by mechanical transport
including loading, unloading andstacking ::Earth 540.00 cum 165.00 89100.00
8
Providing and laying 50-75 mm compacted thick
design mix
(approved by Engineer) Dense Bituminous
Macadam on prepared
surface with specified graded crushed
aggregates as per Table 500-
9, 500-10 with bitumen binder set (including cost
of anti-stripping
compound wherever required) for base/ binder
course including
loading of material with F.E. loader, heating and
mixing of stone
aggregate, filler and bitumen in computerised hot
mix plant,
transporting the mixed material by tippers to
paver and laying with
paver finisher fitted with electronic sensor control
as per clause
504.3.5 to the required level and grade,
compacting by power rollers
and vibratory rollers or 150 to 250 KN pneumatic
tyred roller with TP
= 0.7 Mpa to achieve the desired density
(approximately 2.3
tonne/cum) complete as per clause 507 of
MoRT&H specification
but excluding primer/tack coat, including all
material, labour,
machinery, lighting, guarding and maintenance of
diversion.
8.8.1 Grade-II with Bitumen VG-grade 30 @ 4.25
%, lime filler @ 2%
108.00 cum 6320.00 682560.00
9
Providing laying and consolidation Semi Dense
Bituminous Concrete, as per Design Mix
(approved by Engineer), on prepared surface
with specified graded crushed aggregates as per
table 500- 15 for wearing coarse including
loading of material with F.E. loader, hot mixing of
stone aggregate, filler and bitumen (including
cost of anti-stripping compound wherever
required) heating and mixing in in computerised
hot mix plant, transporting the mixed material by
tippers to paver and laying with paver finisher
fitted with electronic sensor control to the
required level and grade, compacting by power
rollers and vibratory rollers or 150 to 250 KN
pneumatic tyred roller with TP = 0.7 Mpa, to
achieve the desired density (approximately 2.3
tonne/cum) complete as per clause 508 of
MoRT&H specification including all material,
labour, machinery, lighting, guarding and
maintenance of diversion but excluding
primer/tack coat. 35-40 mm compacted thickness
(Grade-1) using Bitumen VG-grade 30 @ 4.5%
(percent by weight of total mix)
84.00 cum 6300.00 529200.00
10
Supplying & fixing 560mm dia SFRC manhole
frame & cover as per IS : 12592-2002 in existing
manholes including grouting the frame in PCC M-
15 complete in all respect as directed by the
Engineer. HD-20
3.00 each 2400.00 7200.00
11
Providing and laying marking of center line and
stop line etc with hot thermoplastic compound
2.5 mm thick on road/ plain surface, including
reflectorising glass beads @ 250 gms per sqm
area with special applicator machine, as per
IRC:35 including cleaning the surface of all dirt,
dust and other foreign matter, demarcation at site
and traffic control involved. The finished surface
to be level, uniform and free from streaks and
holes as per clause 803 of MoRT&H
Specification including all material, labour,
machinery, lighting, guarding and maintenance of
diversion.
30.00 sqm 382.00 11460.00
2041428.00
1- lHkh izdkj ds dj ¼VSDl½ laosnd }kjk gh ogu fd;s tk;sxsaA
Grand Total
Terms and Condition :-
2- dk;Z LFky ij Jfed o lkexzh dh lqj{kk dh ftEesokjh laosnd dh gksxhA
(Signature of Contractor)
3-th-lkj.kh esa of.kZr dk;ksZ ds vfrfjDr o vf/kd dk;Z laosnd }kjk nh xbZ njksa ds vk/kkj ij djok;s tk ldsaxsA
4-dk;Z LFky ij dk;Z laEcaf/kr lwpuk,a n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk gksxkA
5-Vad.k =qVh dh voLFkk esa lEcfU/kr jsV ekU; gksxhA
6- dk;Z djus ls iqoZ ,oa dk;Z djus ds Ik'pkr dk;Z LFky dh QksVks@fofM;ksxzkQh lhMh vko';d :i ls dk;kZy; esa tek djkus gksaxsaA
NAGAR NIGAM, JODHPUR.
I/We hereby agree to do the above work @ ___________
Name _______________
7- nks"k fuokj.k vof/k fu;ekuqlkj jgsxh A8- njsa 4 ekg rd ekU; jgsxh9 l'krZ fufonk Lohdkj ugha gksxh A10 fu"iknu lqj{kk jkf'k 10 izfr'kr e; vuqcU/k ds tek djkuk gksxk A
EXECUTIVE ENGINEER
NIT No. ………….. date …………… Sr No. ……..
Last Date of Sale :- Earnest Money : Rs. ………..
Date of Receipt :- CR No. …………… Dated. …….
Copy issued to M/s ……
S.No. Item Qty. Unit Rate in Rs. Amount
1Dismantling of flexible pavements and disposal of dismantled
materials up to a lead of 50 metres as directed by Engineer.a Bituminous courses 70.00 cum 296.00 20720.00
b Granular courses 210.00 cum 206.00 43260.00
2
Earth work for Sewer line and Manhole in excavation in
foundation, trenches manholes, road side chambers etc.
including dressing of
sides and ramming of bottoms, including getting out the
excavated material, refilling after laying pipe/ foundation and
disposal of surplus excavated material at a lead upto 50m
suitable site as per direction of Engineer for following depths,
below natural ground / Road top level including allowances for
any additional excavation beyond the drawings (measurement
for payment to be as per standard drawings), re-handling of
material/earth to complete the task. In all types soils/ saturated
soil such as moorum, sand, sandy silt, clay, black cotton soil,
kankar, etc. Depth upto 1.5 m
3963.00 cum 197.00 780711.00
aAdd extra for over all depth of excavation above 1.5 m and upto
3.0 m over item no 17.1.1.1 1298.00 cum 14.00 18172.00
3
Providing and fixing Barricading at site of work for restricting the
general public using 80-100 mm dia Wooden Ballies as vertical
post with average spacing of 1.80 meter between two vertical
posts, having height at least 1.5 m above road/ ground level and
at least 30-45 cm below road/ ground level by making suitable
size hole in road/ ground, providing and fixing two rows of 80-
100 mm Wooden Ballies as horizontal members with jute
russies. Both vertical and horizontal members shall be painted
in red and white colour strips as per approved pattern as and
when it becomes shabby but at least
after every alternate shifting at new location. After shifting/
removal of barricading holes shall be filled up properly and site
is to be
cleared in all respect. (Note: measurement is to be done in linear
basis)
3000.00 mtr 84.00 252000.00
OFFICE OF THE NAGAR NIGAM, JODHPURG-SCHEDULE
Name of work:- Sewer line work at transport nagar in w.no.25
PART (A)
4
(a) Water mains: Alignment using appropriate techniques and it's
attributes depth of laying, diameter and material and location of
pipe/
appurtenances/ meters.
(b) Location of manholes and alignment of sewers.
(c) Road levels at every intersections or 50 meters whichever is
less.
(d) Present condition of available services. Beyond 2 km and
upto 5 Km
2.00 km 10380.00 20760.00
5
Providing at site, lowering & laying in trenches, aligning & jointing
of RCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended
up to
date) marked and pipes from 300 mm and upto 1800 mm
manufactured through vertical casting process at all depths with
Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382
(including cost of Rubber gaskets, lubricants) as per drawing,
sectional hydro testing of the sewer pipe line (including cost and
conveyance of water to site for testing) etc., complete as per
specification and / or as directed by Engineer.
Note : E/w to be measured and paid separately
a 250 mm internal diameter 1000.00 mtr 804.00 804000.00
b 300 mm internal diameter 800.00 mtr 1060.00 848000.00
6
Providing granular bedding having width = outer dia of pipe (Bc)
+ 500mm, thickness below pipe = 0.25Bc or 100mm (whichever
is
higher) and haunching = 0.5Bc, with graded hard crusher broken
stone of 100% passing through 20mm sheive, 20 to 50 %
passing
through 10mm sheive and 100 % retain on 6.3mm sheive, laying
in
layers of thickness 10/15cm including ramming, consolidation etc
complete for all type of pipes of following sizes as per drawing
and
or as directed by Engineer.
a250 mm internal diameter
1000.00 mtr 149.00 149000.00
b 300 mm internal diameter 742.00 mtr 170.00 126140.00
7
Providing and constructing of RR stone masonry circular
manholes of "Type-A" with internal dia 0.90m and depth upto
1.65m having 300mm thick RR stone masonry wall in cement
sand mortar 1:4, including concreting PCC M-10 grade (1:4:8)
for 225mm thick
foundation including curing compaction and form work etc
complete, PCC M15 for benching and channel portion, RCC
M20 for 200mm thick cover slab including reinforcement, PCC
M20 for fixing the
manhole frame and cover using stone aggregate 20mm nominal
size, 20mm thick inside and outside plaster in C. M. 1:3, inside
plaster finished with floating coat of neat cement, vata in CM1:1
around pipe entering and leaving the manhole and also at the
junction of masonry and concrete slab, providing and fixing of
SFRC foot steps of approved make at every 0.30m height fixed
in CM 1:3, supplying and fixing heavy duty SFRC manhole
frame and cover as per IS 12592 (Part I and II) having clear
opening of 560mm, including refilling of Jhiri, including curing,
watering, ramming, hydro testing of manhole, conveyance & cost
of water, and dewatering complete as directed by the Engineer.
Note:- Excavation of earth work and road cutting for manhole will
be measured and paid separately. Manhole "TypeA" of depth
090 m
70.00 each 12500.00 875000.00
a
Providing and constructing extra depth of manhole "Type-A" for
depth beyond 0.90 m and upto 1.65 m with RR stone masonary
including 20mm plaster inside and outside as per drawing and
direction of Engineer.
18.00 mtr 6430.00 115740.00
8
Providing and constructing of RR stone masonry circular
manholes of "Type-B" with internal dia 1.20m and depth upto
2.50m having RR stone masonry wall 300 thick upto 1.5m,
450mm thick from 1.50m to 2.50m in cement sand mortar 1:4,
including concreting PCC M-10 grade (1:4:8) for 225mm thick
foundation including curing compaction and form work etc
complete, PCC M15 for benching and channel portion, RCC
M20 for 200mm thick cover slab including reinforcement, PCC
M20 for fixing the manhole frame and cover using stone
aggregate 20mm nominal size, 20mm thick inside and outside
plaster in C. M. 1:3, inside plaster finished with floating coat of
neat cement, vata in CM1:1 around pipe entering and leaving the
manhole and also at the junction of masonry and concrete slab,
providing and fixing of SFRC foot steps of approved make at
every 0.30m height fixed in CM 1:3, supplying and fixing heavy
duty SFRC manhole frame and cover as per IS 12592 (Part I and
II) having clear opening of 560mm, including refilling of Jhiri,
including curing, watering, ramming, hydro testing of manhole,
conveyance & cost of water, and dewatering complete as
directed by the Engineer.
Note:- Excavation of earth work and road cutting for manhole will
be measured and paid separately.
17.40.1 Manhole "Type-B" of depth 1.70 m
55.00 no 23500.00 1292500
a
Providing and constructing extra depth of manhole "Type-B" for
depth beyond 1.70 m and upto 2.50 m with RR stone masonry
including 20mm plaster inside and outside as per drawing and
direction of Engineer
18.00 mtr 9020.00 162360.00
9
Providing at site, lowering & laying in trenches, aligning & jointing
of PVC-U pipes (SN 8) as per IS 15328 (amended up to date)
and as per specifications with rubber rings with socket and
spigot joint, (EPDM/SBR) for all depths for pipe length as per
drawing and specification including hydraulic field testing
(including the cost and conveyance of water to site for testing)
and commissioning etc complete as directed by Engineer. Note :
E/w to be measured and paid separately. 160 mm Nominal Dia
150.00 mtr 510.00 76500.00
10Random rubble masonry with hard stone in foundation and plinth
: Cement mortar 1:6 (1 cement : 6 coarse sand) 20.00 cum 3190.00 63800.00
11
Supplying and fixing Soorsagar Bhura or Equivalent
ashlar sills, lintels and dassa, bearing, bed & top surface
made perfenctly even, jambs, skirting steps etc. rough
dressed: upto 15 cm thick
3.00 cum 4475.00 13425.00
12
Providing and laying in position cement concrete of specified
grade excluding the cost of centring and shuttering - All work
upto plinth level :
a1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate
40 mm nominal size). 12.00 cum 3360.00 40320.00
b1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate
20 mm nominal size).10.00 cum 4700.00 47000.00
13
Providing and erecting direction and place identification
retroreflectorised sign as per IRC:67 made of encapsulated lens
type reflective sheeting vide clause 801.3, fixed over aluminium
sheeting, 2 mm thick framed to angle iron 40x40x5mm with area
not exceeding 0.9 sqm supported on a mild steel single angle
iron post 75 x 75 x 6 mm firmly fixed to the ground by means of
properly designed foundation with M15 grade cement concrete
45 x 45 x 60 cm, 60 cm below ground level as per approved
drawing including all
material, labour.
1.00 sqm 8470.00 8470.00
14Carriage of materials by mechanical transport including loading
unloading and stacking 3 km sand bazri ballast kankar2000.00 cum 109.00 218000.00
5975878.00
Terms and Condition :-
1- lHkh izdkj ds dj ¼VSDl½ laosnd }kjk gh ogu fd;s tk;sxsaA2- dk;Z LFky ij Jfed o lkexzh dh lqj{kk dh ftEesokjh laosnd dh gksxhA
3-th-lkj.kh esa of.kZr dk;ksZ ds vfrfjDr o vf/kd dk;Z laosnd }kjk nh xbZ njksa ds vk/kkj ij djok;s tk ldsaxsA
4-dk;Z LFky ij dk;Z laEcaf/kr lwpuk,a n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk gksxkA
5-Vad.k =qVh dh voLFkk esa lEcfU/kr jsV ekU; gksxhA
6- dk;Z djus ls iqoZ ,oa dk;Z djus ds Ik'pkr dk;Z LFky dh QksVks@fofM;ksxzkQh lhMh vko';d :i ls dk;kZy; esa tek djkus gksaxsaA
7- nks"k fuokj.k vof/k fu;ekuqlkj jgsxh A8- njsa 4 ekg rd ekU; jgsxh
(Signature of Contractor)
9 l'krZ fufonk Lohdkj ugha gksxh A10 fu"iknu lqj{kk jkf'k 10 izfr'kr e; vuqcU/k ds tek djkuk gksxk A
EXECUTIVE ENGINEER
NAGAR NIGAM, JODHPUR.
I/We hereby agree to do the above work @ ___________ Above/below the "G" Schedule.
Name _______________
NIT No. ………….. date …………… Sr No. ……..
Last Date of Sale :- Earnest Money : Rs. ………..
Date of Receipt :- CR No. …………… Dated. …….
Copy issued to M/s ……
S.No. Item Qty. Unit Rate In Rs. Amount
1 Earth work in excavation for roadway, including
trimming bottom and side slopes in accordance with
requirement of line, grades and cross sections, including
disposal of surplus material with all lift and lead upto
1000 metre as per MoRT&H specification clause 301.In
all type of soil 40.00 Cum. 145.00 5800.00
2 Providing and laying in position cement concrete of
specified grade excluding the cost of centring and
shuttering - All work upto plinth level :1:4:8 (1 Cement :
4 fine/ coarse sand : 8 graded stone aggregate 40
mm nominal size). 18.00 Cum. 3360.00 60480.00
3Random rubble masonry with hard stone in foundation
and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) 5.00 Cum. 3190.00 15950.00
4 Random rubble masonry with hard stone in
superstructure above plinth level and upto two stories.
Cement mortar 1:6 (1 cement : 6 coarse sand) 10.00 Cum. 3812.00 38120.00
5Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4
graded 20mm nominal size stone aggregate) finished with a
floating coat of neat cement including cement slurry, but
excluding the cost of nosing of steps etc. complete.75mm thick100.00 Sqm. 548.00 54800.00
6Steel work welded in built up sections/ framed work
including cutting, hoisting, fixing in position and
applying a priming coat of approved steel primer using
structural steel etc. as required.In gratings, frames, guard
bar, ladder, railings, brackets, gates and similar works.1400.00 kg 87.50 122500.00
7 Pointing on stone work with cement mortar 1:3 (1 cement
: 3 fine sand) : Flush/ Ruled pointing 600.00 Sqm. 141.00 84600.00
OFFICE OF NAGAR NIGAM, JODHPUROFFICE OF NAGAR NIGAM, JODHPUROFFICE OF NAGAR NIGAM, JODHPUROFFICE OF NAGAR NIGAM, JODHPUR
Name of work: Development work in panchwati park and karni baag park in w.no.28.
G-SCHEDULEG-SCHEDULEG-SCHEDULEG-SCHEDULE
8 White washing with lime to give an even shade: New
work (three or more coats) 800.00 Sqm. 16.00 12800.00
9 Painting with synthetic enamel paint of approved brand
and manufacture to give an even shade : Two or more
coats on new work 200.00 Sqm. 69.00 13800.00
10 Cement plastering including T&P, scaffolding, material
and complete labpour, including cost of water, curing,
racking of joints etc. with 20 mm cement plaster of mix :
1:4 (1 cement : 4 fine/ coarse sand) 125.00 Sqm. 210.00 26250.00
11 Supply & Stacking good earth at site complete including
loading unloading and transportation etc. 80.00 Cum. 125.00 10000.00
12 Chequerred precast cement concrete tiles 22 mm thick in
footpath &courtyard jointed with neat cement slurry 20.00 Sqm. 689.00 13780.00
13 Supply & installation of precoated galvanized iron profile
sheets size, shape and pitch of corrugation as approved
by Engineer-in charge) 0.50 mm +/- 5% total coated
thickness (TCT), Zinc coating 120gsm as per IS: 277 in 170.00 Sqm. 547.00 92990.00
TOTAL (A) 551870.00
1
Lvsuysl LVhy ikbi ls fufeZr cSUpks dh vkiwfrZ fofHkUu Lfkkuksa esafQfDlax djukA Lvsuysl LVhy ikbZi ls cuh cSUp ftldk vkdkj 1-58ehVj yEckbZ esa X 0.55 ehVj pkSM+kbZ esa lhV X 0.42 ehVj mapkbZ esaihNs dh lhV rFkk cSUp Hkw&ry ls mapkbZ 0-38 ehVj gksxhA cSUp
6.00 no.
2P&F Precast cement concrete Kangura of size 61x30x4
cm.including Earth work and fixing jointing with cement 200.00 mtr.
H-SCHEDULE
(Signature of Contractor)
EXECUTIVE ENGINEER
NAGAR NIGAM, JODHPUR.
I/We hereby agree to do the above work @ __________ Above/below the "G"
Schedule.
Name _______________
Terms and Condition :-
1- lHkh izdkj ds dj ¼VSDl½ laosnd }kjk gh ogu fd;s tk;sxsaA
2- dk;Z LFky ij Jfed o lkexzh dh lqj{kk dh ftEesokjh laosnd dh gksxhA
3-th-lkj.kh esa of.kZr dk;ksZ ds vfrfjDr o vf/kd dk;Z laosnd }kjk nh xbZ njksa ds vk/kkj ij djok;s tk ldsaxsA 4-dk;Z LFky ij dk;Z laEcaf/kr lwpuk,a n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk gksxkA
5-Vad.k =qVh dh voLFkk esa lEcfU/kr jsV ekU; gksxhA
6- dk;Z djus ls iqoZ ,oa dk;Z djus ds Ik'pkr dk;Z LFky dh QksVks@fofM;ksxzkQh lhMh vko';d :i ls dk;kZy; esa tek djkus gksaxsaA7- nks"k fuokj.k vof/k fu;ekuqlkj jgsxh A
8- njsa 4 ekg rd ekU; jgsxh9 l'krZ fufonk Lohdkj ugha gksxh A10 fu"iknu lqj{kk jkf'k 10 izfr'kr e; vuqcU/k ds tek djkuk gksxk A
NIT No. ………….. date …………… Sr No. ……..
Last Date of Sale :- Earnest Money : Rs. ………..
Date of Receipt :- CR No. …………… Dated. …….
Copy issued to M/s ……
S noitem no. Item Qty Unit Rate Amount
1 4.2.1 Earth work in excavation for roadway, including trimming
bottom and side slopes in accordance with requirement
of line, grades and cross sections, including disposal of
surplus material with all lift and lead upto 1000 metre as
per MoRT&H specification clause 301. In all type of soil
150 Cum 145.0 21750
2 7.5.4 Providing laying, spreading and compacting stone
aggregates of specific sizes as per Table 400-7 to Water
Bound Macadam specification including spreading in
uniform thickness; hand packing,
rolling with power roller 8-10 tonnes, in stages to proper
grade and camber, applying and brooming requisite type
of screening (Table 400-8) binding materials to fill up the
interstices of coarse
aggregates, watering (with water browser) and
compacting to required density, making necessary
earthen bund to protect edges as per clause 404 of
MoRT&H specification including all material,
labour, machinery, lighting, guarding and maintenance of
diversion complete.Crusher broken - Grade-III (53-
22.4mm)45 Cum 1400.0 63000
3 7.6 Providing, laying, spreading (with paver finisher only)
and compacting wet mix macadam (WMM) base
course comprising of graded stone aggregate and
granular material conforming to
MORT&H specifications (Table 400-II) in layers of
equal compacted thickness each consolidated,
including pre-mixing the material with water at OMC
in mechanical mixer (Pug Mill), carriage of mixed
material by tippers to site, laying in uniform layers in
base course on a well prepared sub-base/ base
course and compacting with power vibratory-roller to
achieve the desired density complete as per
MoRT&H specification clause - 406 including all
material, labour,machinery, lighting, guarding and
maintenance of diversion.
80 Cum 1360.0 108800
4 8.1 Providing and applying primer coat over prepared
surface of granular base with bitumen emulsion as
per IS : 8887 and approved quality @ 0.6 kg/sqm
with the help of spray set fitted on bitumen Container
(boiler) after cleaning the surface including removing
of binding material and other foreign matter with wire
brushes and small picks, sweeping with brooms or
soft brushes and finally dusting with old gunny bags
and compressed air to receive bituminous treatment
complete as per clause 502 of MoRT&H specification
including all material, labour, machinery, lighting,
guarding and maintenance of diversion.
450 sqm 20.0 9000
5 8.3 Providing and applying tack coat on the prepared
surface with bitumen emulsion as per IS: 8887 and
approved quality @ 0.2
kg/sqm with the help of spray set fitted on bitumen
Container (boiler)after cleaning the surface with
brooms or soft brushes and finally dusting with old
gunny bags and compressed air to receive
bituminous treatment complete as per clause 502 of
MoRT&H specification including all material, labour,
machinery, lighting, guarding and maintenance of
diversion.
5000 sqm 7.0 35000
MUNICIPAL CORPORATION, JODHPUR
G-SCHEDULE
Name of Work-Recarpeting work surrounding area of nagar nigam office campus.
6 8.5.2 Providing and laying bituminous macadam in 50/75
mm compacted thickness on prepared surface with
specified graded crushed stone aggregates as per
Table 500-4, Grading-II for base/ binding course,
loading of aggregate with F.E. loader, heating and
mixing of stone aggregate and bitumen in
computerised hot mix plant, transported to site by
tippers to paver, laid over a previously prepared
surface with paver finisher fitted with electronic
sensing device to the required grade, level and
alignment and rolling with power roller and vibratory
compactor as per clauses 501.6 and 501.7 to
achieve the desired compaction complete as per
clause 504 of MoRT&H specification and including all
material, labour, machinery, lighting, guarding and
maintenance of diversion but excluding cost of
primer/ tack coat. With Bitumen VG-grade 30 @
3.4% (percentage by weight of total mix)
150 Cum 4840.0 726000
7 8.12 Providing and laying open graded premix carpet
20mm thick (compacted), on prepared surface in a
single course as wearing
course, composed of specified graded crushed stone
aggregate as per Table 500-23, premixed with
bituminous binder @ 14.60 kg/ 10sqm (including cost
of anti-stripping compound wherever required),
including loading of material with F.E. loader, hot
mixing of stone aggregate and bitumen in
computerised hot mix plant, transporting the mixed
material by tippers to paver and laying with paver
finisher fitted with electronic sensor control to the
required level and grade, compacting smooth
wheeled roller 8-10 tonne capacity and finishing to
required level to achieve the desired density as per
clause 511 of MoRT&H specification including all
material, labour, machinery, lighting, guarding and
maintenance of diversion but excluding cost of tack
coat/ seal coat. With Bitumen VG-grade 30
5000 sqm 94.0 470000
8 8.15 Providing and applying premixed seal coat Type "B"
comprising of thin application of fine aggregate 0.06
cum/ 10 sqm premix with bitumen binder @ 6.8 Kg/
10 Sqm (including cost of anti-stripping compound
wherever required) laying with paver finisher with
electronic sensor control and rolling with power roller
8-10 tonne complete as per clause 513 of MoRT&H
specification including all material, labour,
machinery, lighting, guarding and maintenance of
diversion. With Bitumen VG-grade 30
5000.00 sqm 38.0 190000
9 Carriage of Materials by mechanical transport
including loading, unloading andstacking ::Earth 5 km
150.00 Cum 165.0 24750
TOTAL 1538800
(Signature of Contractor)
Terms and Condition :-
1- lHkh izdkj ds dj ¼VSDl½ laosnd }kjk gh ogu fd;s tk;sxsaA2- dk;Z LFky ij Jfed o lkexzh dh lqj{kk dh ftEesokjh laosnd dh gksxhA
3-th-lkj.kh esa of.kZr dk;ksZ ds vfrfjDr o vf/kd dk;Z laosnd }kjk nh xbZ njksa ds vk/kkj ij djok;s tk ldsaxsA
4-dk;Z LFky ij dk;Z laEcaf/kr lwpuk,a n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk gksxkA
5-Vad.k =qVh dh voLFkk esa lEcfU/kr jsV ekU; gksxhA
7- nks"k fuokj.k vof/k fu;ekuqlkj jgsxh A8- njsa 4 ekg rd ekU; jgsxh9 l'krZ fufonk Lohdkj ugha gksxh A
6- dk;Z djus ls iqoZ ,oa dk;Z djus ds Ik'pkr dk;Z LFky dh QksVks@fofM;ksxzkQh lhMh vko';d :i ls dk;kZy; esa tek djkus gksaxsaA
10 fu"iknu lqj{kk jkf'k 10 izfr'kr e; vuqcU/k ds tek djkuk gksxk A
EXECUTIVE ENGINEER
NAGAR NIGAM, JODHPUR.
Name _______________
I/We hereby agree to do the above work @ ___________ Above/below the
"G" Schedule.
NIT No. ………….. date …………… Sr No. ……..
Last Date of Sale :- Earnest Money : Rs. ………..
Date of Receipt :- CR No. …………… Dated. …….
Copy issued to M/s ……
S.No. Particulars Qty. Unit Rate Amount
1Earth work in excavation for roadway, including trimming
bottom and side slopes in accordance with requirement of
line, grades and cross sections, including disposal of
surplus material with all lift and lead upto 1000 metre as
per MoRT&H specification clause 301.In all type of soil350.00 Cum. 145.00 50750.00
2 Providing and laying in position cement concrete of
specified grade excluding the cost of centring and
shuttering - All work upto plinth level :1:4:8 (1 Cement : 4
fine/ coarse sand : 8 graded stone aggregate 40
mm nominal size). 160.00 Cum 3360.00 537600.00
3 Providing and fixing of precast concrete interlocking tiles
of desired shape of M 30 grade manufactured from fully
computerized automatic stationery hydraulic viebro
pressed machine and fully computerized automatic
batching plant of class A1/A2 as per BS
6717:2001. The CC interlocking paving blocks be laid on
average 50mm. thick bed of coarse sand and the joint is
to be filled with fine sand. Laying procedure on
compacted sub-base as defined. Complete job is to be
executed as per the instruction of Engineer incharge. The
rates to be inclusive of all lead & Lifts etc. complete as
per specifications. Tensile splitting strength, abrasion and
brakingload etc. as per BS 6717:2001, Grey cement. 80
mm thick 1600.00 Sqm 578.00 924800.00
4 Providing and fixing precast cement concrete M-20 grade
(Using mechanical Concrete Mixer) kerb stone top and
bottom width 115 and 165 mm respectively, 250 mm high
on 150 mm thick PCC M-10 grade foundation as per
design, including fixing at site as per clause 408 of
MoRT&H Specification including all material, labour,
machinery, lighting, guarding and maintenance of
diversion. 400.00 mtr 254.00 101600.00
5 Cement plastering including T&P, scaffolding, material
and complete labpour, including cost of water, curing,
racking of joints etc. with 20 mm cement plaster of mix :
1:4 (1 cement : 4 fine/ coarse sand) 100.00 Sqm 210 21000.00
6 Pointing on stone work with cement mortar 1:3 (1 cement
: 3 fine sand) : Flush/ Ruled pointing 100.00 Sqm 141.00 14100.00
7 Painting with synthetic enamel paint of approved brand
and manufacture to give an even shade : Two or more
coats on new work 100.00 Sqm 69.00 6900.00
8 Steel work welded in built up sections/ framed work
including cutting, hoisting, fixing in position and applying
a priming coat of approved steel primer using structural
steel etc. as required.In gratings, frames, guard bar,
ladder, railings, brackets, gates and similar works. 100.00 kg 87.50 8750.00
9 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand
: 4 graded 20mm nominal size stone aggregate) finished
with a floating coat of neat cement including cement
slurry, but excluding the cost of nosing of steps etc.
complete.75mm thick 100.00 Sqm 548.00 54800.00
OFFICE OF THE MUNICIPAL CORPORATION, JODHPUR
G-SCHEDULE
Name of work : Development work at Dayanand Park and various places in w.no.26.
S.No. Particulars Qty. Unit Rate Amount
10White washing with lime to give an even shade: New
work (three or more coats)500.00 Sqm 16.00 8000.00
TOTAL 1728300.00
1 Lvsuysl LVhy ikbi ls fufeZr cSUpks dh vkiwfrZ fofHkUuLfkkuksa esa fQfDlax djukA Lvsuysl LVhy ikbZi ls cuhcSUp ftldk vkdkj 1-58 ehVj yEckbZ esa X 0.55 ehVj pkSM+kbZ esa lhV X 0.42 ehVj mapkbZ esa ihNs dh lhVrFkk cSUp Hkw&ry ls mapkbZ 0-38 ehVj gksxhA cSUpLVsuysl LVhy ds vk;rkdkj ikbZi ¼lkbZt 19 fe-eh- x 45 fe-eh- 20 xst eksVkbZ½ esa Ýse rFkk cSBus dh lhV oihNs cSd lhV gsrq LVsuysl LVhy ds 24 ux oxkZdkjikbZi ¼lkbZt 19 fe-eh- x 19 fe-eh- 20 xst eksVkbZ½ lsfufeZr fd;k tkrk gSA cSUpksa dh Hkw&ry ls 15 lseh uhpslhesaV dkaØhV ¼1%2%4½ ds CykWDl ¼lkbZt 30 lseh- x 30lseh x 30 lseh½ esa fQDl fd;s tk;sxsA dk;Z fn;s x;sMªkbZax] fMtkbZu rFkk baftfuvj bUpktZ ds fn'kk funsZ'k,oa ns[kjs[k esa fd;k tk;sxkA
4.00 Nos
(Signature of Contractor)
2- dk;Z LFky ij Jfed o lkexzh dh lqj{kk dh ftEesokjh laosnd dh gksxhA
5-Vad.k =qVh dh voLFkk esa lEcfU/kr jsV ekU; gksxhA
7- nks"k fuokj.k vof/k fu;ekuqlkj jgsxh A
H-SCHEDULE
Terms and Condition :-
1- lHkh izdkj ds dj ¼VSDl½ laosnd }kjk gh ogu fd;s tk;sxsaA
3-th-lkj.kh esa of.kZr dk;ksZ ds vfrfjDr o vf/kd dk;Z laosnd }kjk nh xbZ njksa ds vk/kkj ij djok;s tk ldsaxsA
4-dk;Z LFky ij dk;Z laEcaf/kr lwpuk,a n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk gksxkA
6- dk;Z djus ls iqoZ ,oa dk;Z djus ds Ik'pkr dk;Z LFky dh QksVks@fofM;ksxzkQh lhMh vko';d :i ls dk;kZy; esa tek djkus gksaxsaA
I/We hereby agree to do the above work @ ___________ Above/below the
"G" Schedule.
8- njsa 4 ekg rd ekU; jgsxh9 l'krZ fufonk Lohdkj ugha gksxh A10 fu"iknu lqj{kk jkf'k 10 izfr'kr e; vuqcU/k ds tek djkuk gksxk A
EXECUTIVE ENGINEER
NAGAR NIGAM, JODHPUR.
S.No. Particulars Qty. Unit Rate Amount
Name _______________
NIT No. ………….. date …………… Sr No. ……..
Last Date of Sale :- Earnest Money : Rs. ………..
Date of Receipt :- CR No. …………… Dated. …….
Copy issued to M/s ……
S no item no. Item Qty Unit Rate Amount
1 4.2.1 Earth work in excavation for roadway,
including trimming bottom and side slopes in
accordance with requirement of line, grades
and cross
sections, including disposal of surplus material
with all lift and lead upto 1000 metre as per
MoRT&H specification clause 301. In all type
of soil
1000 cum 145 145000
2 2.15 Removal of telephone / Electric poles including
excavation and dismantling of foundation
concrete and lines under the supervision of
concerned department, disposal with all lifts
and up to a lead of
1000 metres and stacking the serviceable and
unserviceable material separately as per
MoRT&H specification clause 202. 30 each 200 6000
3 21.1.7 Providing and laying in position cement
concrete of specified grade excluding the cost
of centring and shuttering - All work upto plinth
level :1:4:8 (1 Cement : 4 fine/ coarse sand : 8
graded stone aggregate 40 mm nominal size).
345 cum 3360 1159200
4 9.11 Providing and fixing of 60mm thick precast
cement concrete interlocking paver block
casted with rubber moulds in approved
reflective colour and design having minimun
compressive strength of
300 kg/ sq cm. The CC paving blocks be laid
on average 50mm thick bed of coarse sand
and the joint is to be filled with fine sand.
Laying procedure on compacted sub-base as
defined. Complete job
is to be executed as per the instruction of
Engineer incharge. The rates to be inclusive of
all lead & Lifts etc. complete as per
specifications. 3300 sqm 641 2115300
5 10.1 Providing and fixing precast cement concrete
M-20 grade (Using mechanical Concrete
Mixer) kerb stone top and bottom width 115
and 165 mm respectively, 250 mm high on
150 mm thick PCC M-10 grade foundation as
per design, including fixing at site as per
clause 408 of MoRT&H Specification including
all material, labour, machinery, lighting,
guarding and maintenance of diversion
700 mtr 254 177800
6 25.1.1 Random rubble masonry with hard stone in
foundation and plinth :Cement mortar 1:6 (1
cement : 6 coarse sand)25 cum 3190 79750
JODHPUR NAGAR NIGAM
G-SCHEDULE
Name of Work- DEVELOPMENT WORK NEAR OFFICE BUILDING NAGAR NIGAM JODHPUR
7 25.2 random rubble masonry with hard stone in
superstructure above plinth level and upto two
stories.:Cement mortar 1:6 (1 cement : 6
coarse sand) 25 cum 3812 95300
29.26.2 Steel work welded in built up sections/ framed
work including cutting,hoisting, fixing in
position and applying a priming coat of
approved
steel primer using structural steel etc. as
required.In gratings, frames, guard bar, ladder,
railings, brackets, gates and
similar works. 1500 KG 87.5 131250
10.8 Providing and laying marking of center line
and stop line etc with hot thermoplastic
compound 2.5 mm thick on road/ plain
surface, including reflectorising glass beads @
250 gms per sqm area with
special applicator machine, as per IRC:35
including cleaning the surface of all dirt, dust
and other foreign matter, demarcation at site
and traffic control involved. The finished
surface to be level, uniform and free from
streaks and holes as per clause 803 of
MoRT&H Specification including all material,
labour, machinery, lighting, guarding and
maintenance of diversion.
30 sqm 382 11460
8 25.12.2.2 Stone work in plain ashlar in super structure
upto floor five level in cement mortar 1:6 (1
cement : 6 coarse sand) including pointing with
cement mortar 1:2 (1 white cement : 2 stone
dust) with an
admixture of pigment matching the stone
shade :Both face dressed.White sand stone
10.00 cum 37800 378000
9 32.3.3 Cement plastering including T&P, scaffolding,
material and complete labpour, including cost
of water, curing, racking of joints etc. with 20
mm cement plaster of mix :1:6 (1 cement : 6
fine/ coarse sand)
50.00 sqm 192.00 9600
10 32.23 Raised and cut pointing on stone work in white
cement mortar 1:3 (1white cement : 3 marble
dust)50 sqm 277.00 13850
11 30.3.1 Cement concrete flooring 1:2:4 (1 cement : 2
coarse sand : 4 graded 20mm nominal size stone
aggregate) finished with a floating coat of
neat cement including cement slurry, but
excluding the cost of nosing of steps etc.
complete. 40mm thick
30 sqm 292.00 8760
12 32.50.1 Painting with synthetic enamel paint of approved
brand and manufacture to give an even shade :
Two or more coats on new work
100 sqm 69.00 6900
13 32.22.2 Pointing on stone work with cement mortar 1:3
(1 cement : 3 finesand) :Raised and cut
pointing 50.00 sqm 260.00 13000
TOTAL 4351170
(Signature of Contractor)
NAGAR NIGAM, JODHPUR.
I/We hereby agree to do the above work @ ___________
Name _______________
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EXECUTIVE ENGINEER
2- dk;Z LFky ij Jfed o lkexzh dh lqj{kk dh ftEesokjh laosnd dh gksxhA
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4-dk;Z LFky ij dk;Z laEcaf/kr lwpuk,a n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk gksxkA
5-Vad.k =qVh dh voLFkk esa lEcfU/kr jsV ekU; gksxhA
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Terms and Condition :-
1- lHkh izdkj ds dj ¼VSDl½ laosnd }kjk gh ogu fd;s tk;sxsaA
NIT No. ………….. date …………… Sr No. ……..
Last Date of Sale :- Earnest Money : Rs. ………..
Date of Receipt :- CR No. …………… Dated. …….
Copy issued to M/s ……
S no item no. Item Qty Unit Rate Amount
1 32.3.3 Cement plastering including T&P, scaffolding,
material and complete labpour, including cost
of water, curing, racking of joints etc. with 20
mm cement plaster of mix :1:6 (1 cement : 6
fine/ coarse sand)300 sqm 192 57600
2 32.15 Providing and applying plaster of paris putty of
2 mm thickness over plastered surface to
prepare the surface even and smooth complete
2000 sqm 126 252000
3 32.23 Raised and cut pointing on stone work in white
cement mortar 1:3 (1white cement : 3 marble
dust) 500 sqm 277 138500
4 32.22.2 Pointing on stone work with cement mortar 1:3
(1 cement : 3 finesand) :Raised and cut
pointing 300 sqm 260 78000
5 33.1 Repairs to plaster of thickness 12mm to 20mm
in patches of area 2.5 sq. metres and under
including cutting the patch in proper shape,
raking out joints and preparing and plastering
the surface of the walls complete including
disposal of rubbish to the dumping ground
within 50metres lead : With cement mortar 1:4
(1 cement : 4 fine sand)300 sqm 234 70200
6 33.42 White washing with lime to give an even shade
:Old work (two or more coats) 1000 sqm 9.5 9500
8 33.45.1 Distempering with oil bound washable
distemper of approved brand and manufacture
to give an even shade : Old work (one or more
coats)20000.00 sqm 29 580000
9 33.64.1 Finishing walls with water proofing cement paint
of required shade :Old work (one or more coats
applied @ 2.20 kg/10 sqm) over priming coat of
primer applied @ 0.80 litrs/10 sqm complete
including cost of Priming coat. 4500.00 sqm 53.00 238500
10 32.37.2 Painting wood work with Deluxe Multi Surface
Paint of required shade. Two or more coat
applied @0.90 ltr/10 sqm over an undercoat of
primer applied @0.75 ltr/ 10 sqm of approved
brand or manufacture800 sqm 83.00 66400
11 32.37.3 Painting Steel work with Deluxe Multi Surface
Paint to give an even shade. Two or more coat
applied @0.90 ltr/10 sqm over an under coat of
primer applied @ 0.80 ltr/ 10 sqm of approved
brand or manufacture 500.00 sqm 82.50 41250
12 33.54.1 Painting with synthetic enamel paint of
approved brand and manufacture of required
colour to give an even shade : One or more
coats on old work. 1500.00 sqm 48.00 72000
13 33.69.2 Varnishing with varnish of approved brand and
manufacture:One or more coats with spar
varnish. 500.00 sqm 45.00 22500
JODHPUR NAGAR NIGAM
G-SCHEDULE
Name of Work- PAINTING AND MISCELLANEOUS REPAIRING WORK OF OFFICE BUILDING NAGAR
NIGAM JODHPUR
14 33.58 French spirit polishing :One or more coats on
old work. 500.00 sqm 108.00 54000
15 33.59.1 Polishing on wood work with ready mixed wax
polish of approvedbrand and manufacture : Old
work 500.00 sqm 44.50 22250
16 33.53.1 Wall painting with plastic emulsion paint of
approved brand and manufacture to give an
even shade :One or more coats on old work. 30000.00 sqm 51.5 1545000
18 33.43 Removing white or colour wash by scrapping
and sand papering and preparing the surface
smooth including necessary repairs to
scratches etc. complete 500.00 sqm 7.5 3750
19 33.46 Removing dry or oil bound distemper, water
proofing cement paint and the like by
scrapping, sand papering and preparing the
surface smooth including necessary repairs to
scratches etc. complete. 300.00 sqm 9.5 2850
21 26.1.3.3 Stone work (machine cut edges) for wall lining etc.
(veneer work) backing filled with a grout of 12mm
thick cement mortar 1:3 (1 cement : 3 coarse sand)
including pointing in white cement mortar 1:2 (1
white cement : 2 stone dust) with an admixture of
pigment matching the stone shade : (To be secured
to the backing by means of cramps which shall be
paid for separately) : (a)White
sand stone - Exposed face machine cut and table
rubbed with rough backing.50 mm thick.50 sqm 1450.00 72500
21 A 26.1.4.3 (b)White sand stone - Exposed face fine dressed
with rough backing.50 mm thick.50 sqm 1450.00 72500
22 33.72 Providing and fixing double scaffolding system (cup
lock type) on the exterior side, upto seven story
height made with 40mm dia. M.S. tube 1.5 m centre
to centre horizontal & vertical tubes joining with cup
& lock system with M.S. tubes, M.S. tube challies,
M.S. clamps and M.S. staircase system in the
scaffolding for working platform etc. and
maintaining it in a serviceable condition for the
required duration as approved and removing it
there after .The scaffolding system shall be stiffened
with bracings, runners, connection with the building
etc wherever required for inspection of work at
required locations with essential safety features for
the workmen etc. complete as per directions and
approval of Engineer-in-charge .The elevational area
of the scaffolding shall be measured for payment
purpose .The payment will be made once
irrespective of duration of scaffolding. (To be used
for maintenance work judicially . necessary
deduction for scaffolding in the existing item to be
done.)5500 sqm 130.00 715000
23 33.5.2 Renewing glass panes, with putty and nails
wherever necessary:Float glass panes of thickness
5.5 mm 100 sqm 877.00 87700
24 30.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse
sand : 4 graded 20mm nominal size stone
aggregate) finished with a floating coat of
neat cement including cement slurry, but excluding
the cost of nosing of steps etc. complete. 40mm
thick100 sqm 292.00 29200
25 27.12 Providing and fixing 1st quality MAT finished
ceremic tile size 300x300mm confirming to IS :
13755 and IS : 15622 colour such as white, grey,
ivory, fume red brown, light green, light blue and
other light shades in floors, steps, pillars etc. laid on
a bed of neat cement slurry finished with flush
pointing in the white cement mixed with pigment
to match the shade of the tile complete (including
the cost of cement mortar bed 1:4).100 sqm 660.00 66000
26 34.12.6 Providing and fixing G.I. pipes complete with G.I.
fittings including trenching and refilling etc.
External work :50 mm dia. nominal bore
70 mtr 416.00 29120
TOTAL 4326320
(Signature of Contractor)
Terms and Condition :-
1- lHkh izdkj ds dj ¼VSDl½ laosnd }kjk gh ogu fd;s tk;sxsaA2- dk;Z LFky ij Jfed o lkexzh dh lqj{kk dh ftEesokjh laosnd dh gksxhA
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5-Vad.k =qVh dh voLFkk esa lEcfU/kr jsV ekU; gksxhA
6- dk;Z djus ls iqoZ ,oa dk;Z djus ds Ik'pkr dk;Z LFky dh QksVks@fofM;ksxzkQh lhMh vko';d :i ls dk;kZy; esa tek djkus gksaxsaA
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EXECUTIVE ENGINEER
NAGAR NIGAM, JODHPUR.
I/We hereby agree to do the above work @ ___________ Above/below
Name _______________