expansion of the nimtala burning ghat of kmc in kolkata bid...(pakur variety) signature of the...

Signature of the tenderer 1 under seal of the firm

THE KOLKATA MUNICIPAL CORPORATION

5, S.N. BANERJEE ROAD, KOLKATA – 700 013 www.kolkatamycity.com

TENDER DOCUMENT FOR

Expansion of the Nimtala Burning Ghat of KMC in Kolkata

Part – 2 (FINANCIAL BID)

OPEN TENDER NOTICE NO: E.E ( C ) – H.Q./106/2011-2012 Dated. 06.01.2012

(PERCENTAGE RATE TENDER) JANUARY – 2012

Issued to (Name of Tenderer):________________________________________ Address of tenderer:_________________________________________________ Signature of officer issuing the documents___________________ Designation _______________________________ Date of Issue___________________

PROJECT MANAGEMENT CONSULTANT

RITES LTD (A Govt. of India Enterprise)

Regional Project Office, KOLKATA 56, C. R. Avenue, 2nd floor, Kolkata – 700 012

e.mail : [email protected] Phone No: (033) 2236 7118/7146/7162/7143(Fax)


PART – 2

FINANCIAL BID

SCHEDULE (BILL) OF QUANTITIES


PART –II FINANCIAL BID

SCHEDULE (BILL) OF QUANTITIES (PERCENTAGE RATE TENDER)

ABSTRACT OF COST

(PERCENTAGE TO BE QUOTED BY THE BIDDER) SCHEDULE DESCRIPTION TOTAL ESTIMATED COST (IN

RUPEES) A Expansion of the Nimtala Burning

Ghat of KMC in Kolkata

11,73,84,125.00 (Rupees eleven crore seventy three lakh eighty four thousand one hundred twenty five only)

TOTAL ESTIMATED COST OF SCHEDULE (A) (RUPEES

11,73,84,125.00 (Rupees eleven crore seventy three lakh eighty four thousand one hundred twenty five only) PERCENTAGE IN

FIGURES * (+) OR (-)

PERCENTAGE ABOVE (+) OR BELOW (-) OF TOTAL ESTIMATED COST OF SCHEDULE (A) AS QUOTED

PERCENTAGE IN WORDS

*(PLUS) OR (MINUS)

AMOUNT IN FIGURES (RUPEES)

TOTAL QUOTED COST OF SCHEDULE (A) BASED ON PERCENTAGE QUOTED (+) OR (-) (RUPEES)

AMOUNT IN WORDS (RUPEES)

LESS REBATE ( %) IF ANY (IN FIGURES) LESS REBATE ( %) IF ANY (IN WORDS)

Rs.

NET QUOTED COST OF SCHEDULE (A)

* Strike out which is not applicable Contd. at pg. 4


i) SIGNATURE OF AUTHORISED SIGNATORY OF TENDERER

ii) NAME OF SIGNATORY iii) NAME AND SEAL OF TENDERER iv) DATE

v) PLACE Note: TENDERERS ARE REQUESTED TO QUOTE THEIR RATE IN THE PREVIOUS PAGE ONLY AND NOT IN SCHEDULES. BASIC RATES HAS BEEN SHOWN IN SCHEDULES FOR GUIDENCE.


SCHEDULE OF QUANTITY

NAME OF THE WORK : EXPANSION OF THE NIMTALA BURNING GHAT OF KMC IN KOLKATA

Item No

Description of items Units Quantity Rate (In Rs.) Amount (In Rs.)

1 Providing RCC (M-35) cast in situ bored piles in position along Hooghly river bank on slope and bed in tidal condition as per specification in all kinds of soil except rock of any hardness including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie pipe in one continuous operation and including the cost of making temporary platform for piling rig and shifting time to time, all materials and labour for placing of concrete and also including the cost of mobilization & de-mobilization and hire charges of all equipments necessary for boring, welding of reinforcement cage as necessary and lowering of reinforcement cage & steel liner, preparation and placing of concrete, complete but excluding the cost of reinforcement and labour for bending, binding etc. but excluding the cost of concrete and reinforcement steel. Work to be executed as per IS: 2911 (Part I Sec 2).

The payment for RCC M-35 grade concrete and reinforcement will be made separately under It. No. 2 and 16 respectively after actual completion of work

For boring of 1000mm diameter pile

Note:- i) The above rate includes breaking of cast piles, after curing by suitable means between working level to cut-off level of pile, removal of mud etc.

M 1810 4745.33 8589047.30 For boring of 500mm diameter pile

Note:- i) The above rate includes breaking of cast piles, after curing by suitable means between working level to cut-off level of pile, removal of mud etc.

M 52 1771.00 92092.00


2 Supplying Ready Mixed Concrete of M 35 Grade bored pile with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super-plastisizer designing concrete mix following I.S. 10262 and I.S.456 transporting the mix with agitation in transit mixer to work site depositing the mix in the concrete pumps and pouring the concrete into bored depth as per specification & direction of the Engineer-in-charge including computerised batching plant, transit mixer with all accessories etc. inclusive of all other incidental charges in this connection complete in all respect

For RCC 1000 dia & 500 dia Bored Pile,

with approved concrete pump Cum 1380 7527.45 10387881

3 Supplying, fabricating, providing and placing in position permanent MS liners as per approved drawing for RCC bored pile in river including cutting, bending, welding and fabricating with contractors 6 mm thick MS plates for a length of 15 m from deck level and 8 mm thick for next 5 m in bottom, as necessary and as directed by the Engineer -in-charge or his representative with all lead and lift ascent/descent crossing of Rly. lines etc for RCC piles of 1000 mm & 500 mm dia including all labour, consumables materials, stiffening and driving in position complete from cut off level of piles to the level required as per the direction of Engineer-in-charge at side including shifting from location to location etc.

MT 155 69655.09 10796538.95 4 Conducting routine load testing of a single

pile upto following capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification & as directed by the Engineer.

Routine load test above 50 Ton capacity upto

100 Ton capacity pile Each 2 43491.21 86982.42


5 Lateral load testing of single pile in accordance with "IS Code of practice IS: 2911 (Part-IV) for detemining safe allowable lateral load of pile" with all labour, material, tool & plants, equipment, machinery, etc complete as per drawing and specification as per directed by the Engineer.

Piles with lateral load capacity of upto 10 ton

Each 1 26632.62 26632.62 6 Supply & delivery of "U/Z" type Hot rolled

Steel sheet piles conforming to EN 10248 (1995)/IS 2314 or equivalent at site near existing Nimtala crematorium, for using the sheet piles at river bed as temporary Cofferdam and after completion of the Civil work, the sheet piles will be withdrawn/retreived and may be taken away by the executing agency. The cost of sheet piles includes all taxes, custom duties, import duties if any, to & fro transportation cost at site, complete in all respect. MT 345 65805.00 22702725.00

7 Driving and installation of 'U' or 'Z' section Steel Sheet Pile into the river bed for making temporary Cofferdam in river portion for construction of basement & allied civil works of proposed Nimtala Crematorium, driving the sheet piles by mechanical or any other means from a temporary platform or any other suitable means required for successfull completion of work including welding of sheet piles, splice plate etc. as required, cost of all tools and plants, machineries, labour, consumables, complete in all respect

MT 350 15000.00 5250000.00 8 Retreiving/withdrawal of Sheet pile from the

River bed by applying mechanical or any other suitable means including cost of temporary platform or any other suitable means, cost of all tools and plants, machineries, consumables, labour complete in all respect

MT 300 7500.00 2250000.00


9 Earthwork in excavation of trenches or drains,in nall sorts of soil( including mixed soil but excluding laterite and sandstone) including removing, spreadingor stacking the spoils within a lead of 75 m as directed. The item includesw necessary trimming the sides of trenches, levelling , dressing and remming the botdtom , bailing out water as required complete.

(a) Depth of excavation not exceedding 1500

mm %Cum 500 7377.04 36885.20

10 Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etc. %Cu

m 200 1647.61 3295.22 (This item is to be done with express approval

of Engineer-in-charge)

11 Pumping out water from ponds or tanks

(Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final level on consideration being made for any water that may have been made for any water that may have been added through percolation or otherwise) %Cu

m 1000 773.26 7732.60 12 Filling in foundation or plinth by silver sand

in layer not exceeding 150mm as directed and consiliddating the same by thorough saturation with water ramming complete incluing the cost of supply of sand.(Payment to be made on measurement of finished quantity)

%Cum 1000 58305.30 583053.00

13 Dismantling all types masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed with all lead, lift as per direction of the Engineer-in-charge

(a) In ground floor including roof.

Cum 300 276.64 82992.00 (b) Extra rate for each addl. Floor over the rate

of ground floor. Cum 12 30.00 360.00


14 Dismantling all types plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed with all lead lift as per direction of the Engineer-in-charge

(a) upto 150 mm thick

Cum 10 582.16 5821.60 (b) above 150 mm thick.

Cum 15 877.69 13165.35 15 Dismantling R.C. floor, roof, beams, railing

etc. including cutting rods and removing rubbish as directed with all lead including stacking of steel bars.

a) In ground floor including roof.

Cum 55 1210.99 66604.45 16 Anti termite treatment to the top surface of

the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 litres per sq.m. of the surface before sand bed or sub-grade is laid. Holes upto 50mm to 75mm deep at 150mm centre to centre both ways shall be made with 12mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS-6313 (part-II) 1981. (Mode of measurement will be per Sqm of plan area of plinth treated.)

Sqm. 1550 97.44 151032.00 17 Ordinary Cement concrete (mix 1:2:4) with

graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes.

Cum 239 5001.28 1195305.92 (Pakur Variety)


18 Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS:456 and relevant special publications submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in-charge. Consumption of cement will not be less than 320 Kg of cement with super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix formula. In ground floor and foundation(using concrete mixture)M30 gradePakur variety

Cum 1490 6237.60 9294024.00 19 Reinforcement for reinforced concrete work

in the all sorts of structures including distribution bars, stirrups, binders etc. including supply of rod, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection ,complete as per drawing and direction.

MT 345 55954.40 19304268.00 Tor steel/Mild steel

20 Hire and labour charges for shuttering with

centering and necessary staging upto 4 m using approved stout props and thick hard wood planks if approved thickness with required bracing for concrete slabs , beams and columns , lintels curved or straight including fitting , fixing and striking out after completion of works (upto roof of ground). (when the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed for every 4 m or part thereof).

(a) Steel shuttering or 9 to 12 mm thick

approved quality ply board shuttering in any concrete work.

Sq.m 10450 310.82 3248069.00


21 Providing waterproofing treatment over concrete roof surface (old or new) by the application of two coats of slurry prepared with latex of approved brand, water and cement in the proportion of (LPW Cement - 1:4:6) by volume, with brush in a time gap of minimum 4(four) hours to 14(fourteen) hours between the two layers, laying 20mm thick and sand and cement consolidated plaster (1:4) admixed with Plastocrete Super of approved brand 0.2% by weight of cement, laying 1st class Brick Bats/Bricks over the mortar keeping a gap of 10-20 mm between two bats, filling the vertical joints with the aforesaid mortar, providing a second layer of 20 mm thick sand and cement plaster (1:4) admixed with Plastocrete Super as above over the brick layer, the top surface of the treatment should be chequered to provide the antistrip property. (a) By Bricks (cement 25.66 kg/Sq.m)

Sqm. 600 674.85 404910.00 22 Single brick flat soling of picked jhama bricks

including ramming and dressing bed to proper level and filling joints with local sand.

Sqm. 1234 264.31 326158.54 23 Brick work with 1st class bricks in 1:4

cement mortar.

a) In Ground Floor.

Cum. 361 4525.55 1633723.55 24 125 mm. thick brick work with 1st class

bricks in cement mortar (1:4).

a) In Ground Floor.

Sqm. 10 558.94 5589.40 25 Plaster (to wall, floor, ceiling etc.) with sand

and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). (Excluding cost of chipping over concrete surface).

With 1:6 cement mortar

(i) 20 mm. thick cement plaster.

a) Ground Floor.

Sqm. 1100 124.75 137225.00 b) 1st Floor.

Sqm. 825 127.43 105129.75


With 1:4 cement mortar

(ii) 10 mm. thick cement plaster.

a) Ground Floor.

Sqm. 890 95.78 85244.20 b) 1st Floor.

Sqm. 480 98.01 47044.80 With 1:6 cement mortar

(iii) 15 mm. thick cement plaster.

a) Ground Floor.

Sqm. 2000 105.72 211440.00 b) 1st Floor.

Sqm. 1500 107.95 161925.00 26 Supplying and laying to line and level

virified tiles of approved brand (size not less than 600mm X 600mmX10mm thick) infloor, skirting etc. set in 20mm sand cement mortar(1:4) and 2mm thick cement slurry back side of tiles using cement @ 2.91kg/m2 or using polymerised adhesive (6 mm thick layer applied ditectly over finished artificial stone floor/Mosaic etc. without any backing course) laid after application slurry using 1.75kg of cement per M2 below Mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved makes as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of meterials,

Sqm. 1000 1449.86 1449860.00 labour and all other incidental charges complete

true to the manufacturers specification and direction of Engineer-in- charge. (White cement, synthetic adhesive and grout material to be sypplied by the contractor) (i) With application slurry @ 1.7kg /sqm 20mm sand cement mortar (1:4) and 2mm thick cement slurry at back side of tiles, 0.2kg/Sqm white cement for joint filling pigment. Deep colour and white


27 Supplying, fitting and fixing Granite slabs 15mm to 18mm thick with uniform texture & without decorative veins in columns, wall, facia etc. with 15mm thick (avg.) cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging, curing and roughening of concrete surface complete. (Using cement slurry at back side of granite @4.4 kg/sqm & white cement slurry for joint filling @1.8 kg/sqm.)

Sqm. 100 2450.42 245042.00 28 Supplying, fitting and fixing 1st quality

ceramic tiles in walls and floors to match with the existing work and 4 nos. of key stones (10 mm.) fixed with araldite at the back of each tile and finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.

(A) Floor

With sand cement mortar (1:4) 20 mm. thick &

2 mm. thick cement slurry at back side of tiles using cement @ 2.91 kg./Sqm. & joint filling using white cement slurry @ 0.20 kg./Sqm.

(a) Area of each tile upto 0.09 Sqm.

i) Coloured decorative (any shade except

white) Sqm. 90 711.71 64053.90

(B) Wall

With sand cement mortar (1:3) 15 mm. thick &

2 mm. thick cement slurry at back side of tiles using cement @ 2.91 kg./Sqm. & joint filling using white cement slurry @ 0.20 kg./Sqm.

(a) Area of each tile upto 0.09 Sqm.

i) Coloured decorative (any shade except

white) Sqm. 185 724.93 134112.05


29 Rendering the surface of walls and ceiling with plaster of paris (thickness not less than 1.5 mm.).

Sqm. 4870 55.25 269067.50 30 Cleaning the walls and ceiling by scraping,

sand papering and smoothening down the surface including putting .

Sqm. 4870 11.92 58050.40 31 Applying Acrylic Emulsion Paint of approved

make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Engineer-in-charge)

I) Two coats - Standard Quality.

Sqm. 4870 49.59 241503.30 32 Painting with best quality synthetic enamel

paint of approved make and brand including smoothing surface by sand papering etc. including using of approved putty on the surface if necessary.

a) on timber or plastered surface

With super gloss (hi-gloss)

i) Two coats (with any shade except white)

Sqm. 80 62.62 5009.60 b) On steel or other metal surface

With super gloss (hi-gloss)

i) Two coats (with any shade except white)

Sqm. 150 59.99 8998.50 33 Applying Exterior grade Acrylic primer of

approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scrapping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor:

i) Two coats. %Sqm. 1945 3747.10 7288109.50


34 Wood work in door frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame excluding cost of concrete, iron Butt Hinges and M.S. clamps. (The quantum should be corrected upto three decimals).

Sal : Malayasian.

Cum. 3.5 69527.00 243344.50 35 Panel shutters of door, as per design (each

panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. (In case of non-supply of single plank, panel rate of deduction of 20% will be made).

a) 35 mm. Thick shuttters with 19 mm. Thick

panel of size 30 to 40 cm.

i) Sishu, Gamar, Champ, Badam, Bhola, Mogra, Hallak.

Sqm. 45 2455.12 110480.40 36 Supplying solid flush type doors of

commercial quality, the timber frame consisting of top and bottom rails and side styles of well seasoned timber 65 mm. wide each and the entire frame fitted with 37.5 mm. wide battens places both ways in order to make the door of solid core and internal lipping with Garjan or similar wood veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing shutters in position but excluding the cost of hinges and other fittings.

a) 35 mm. Thick shutters (single leaf)

Sqm. 30 2447.64 73429.20 37 Glazed aluminium sliding windows made of

extruded and annodized alloy aluminium sections, fabrications, including cutting to proper shape and size, drilling and aligning of window shutter frame fitted with in built locking arrangements, sliding rollers and other necessary fittings, fixture, adhesives and joineries along with extruded neoprine or EPDM gasketing in between window frame and masonry work (walls, column, beam, lintels etc.) as well as between glass and shutter frame for fixing glass and Poly Shulphate sealant and in between shutter and window frame where necessary including cutting to requisite size and fixing glass as per drawing, specification and direction of Engineer-in-Charge.


The rate includes the hire charge of all tools and plants, including all incidental charges, adhesive, joineries such as screw, cleate angle etc. but excluded the cost of extruded aluminium sections, glass, neoprene / EPDM gasketing, locking arrangement and rollers.

i) Openable / Casement window.

Sqm. 27 3200.00 86400.00 38 Supplying bubble free float glass of approved

make and brand conforming to IS:2385-1987 5mm thick coloured / tinted / smoke glass.

Sqm. 30 681.14 20434.20 39 M.S. or W.I. ornamental grill of approved

design joints continuously welded with M.S., W.I. flats and bars for windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.

(Add extra @ 1% for each additional floor upto

4th floor and @ 1.25% for each additional floor above 4th floor).

a) Grill weighing above 16 Kg. / Sqm.

Qntl. 40 6238.77 249550.80 40 Collapsible gate with 40mm x 40mm x 6mm

Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm MS flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete. In ground floor

Sqm. 20 2924.51 58490.20 41 Supplying, fitting and fixing steel rolling

shutter profile type with 18 B.G. of approved type, steel latche section 75 mm. wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I. Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially built up side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete. Sqm. 60 2876.31 172578.60


42 M.S structural works with hollow sections (TATA make square or rectangular shape) conforming to IS: 806-1957 & IS: 1161-1958) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer in charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814-1957, haulage, hoisting and erection all complete. The rate includes the cost of all MS Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour required for execution and all incidental charges (such as electricity, labour insurance) etc. complete.

Payment to be made on the basis of calculated

weight of structural members of MS Hollow section as specified in relevant IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of finished structural members. The rates are considered for a height of erection 8m/2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond the initial 8m or part thereof i) For roof truss works c) Span beyond 20 Mtr and upto 30 Mtr Note:- On arrival of approved fabricated steel material of Steel Truss at site, 40% of the accepted rate will be released after producing the challan and necessary test certificate with an indemnity bond of equivalent amount. Balance payment of 60% of accepted rate will be made after completion of the work. Security / Watch & Ward of the supplied material at site shall be responsibility of the Contractor MT 77 76798.38 5913475.26


43 Supplying, fitting and fixing pre-painted steel sheets with trapezoidal profile of Tata Bluescope/Prester/Cril/GK roofing or any approved equivalent manufacturer having the laid down specifications. The end rib shall be designed for anti-capillary action to avoid any seepage of water through.........Engineer at site. The rate shall be included all cost towards materials, transport, storage, handling, positioning, fixing at any height over roof and wall with all labour, tools and plants etc. as directed by Engg-in-charge.

Sqm. 550 893.75 491562.50 44 Supplying, fitting, fixing skylight sheet shall

be Amplite panel of nominal 1.5mm thick, composite of a translucent, thermosetting polyester resin with a thoroughly impregnated glass fibre reinforcing material (FRP) with or without an integrally bonded translucent film on the weathering face comply with AS/NZS 4256. The profile should be matched with cladding profile. The fixing shall be done with specially designed lap seal and weather tight washer for fixing translucent sheeting supplied by manufacturer of approved brand, all work complete in all respect including material, lead, lift etc.

Sqm. 50 1225.00 61250.00 45 Galvanised iron sheet ridging fitted with

necessary with necessary bolts, screws, washers etc complete. (225mm end lapping) (A) 300mm lapping each way with 0.63mm sheet

M 30 304.93 9147.90 46 Galvanised iron sheet eaves gutter fitted and

fixed with necessary 50 mm x 6 mm MS flat bar clamps bent to design, bolts, nuts, washers etc. complete. Eaves gutter made of 0.63 mm sheets. (300mm end lapping)(a) 300 mm wide gutter

M 60 324.03 19441.80 47 Supplying fitting & fixing E.W.C in white

glazed vitreous chinaware of approved make complete in position with necessary bolts, nuts etc. (a) With S trap

Each 15 1372.00 20580.00 48 Supplying, fiting & fixing closet seat of

approved make with lid & C.P. hinges, rubber buffer & brass screws complete.(i) plastic hollow type white.

Each 15 379.00 5685.00


49 Supplying fitting & fixing flat back urinal (half stall urinal) in white vitreous chinaware of approved make in position with brass screws on 75mm X 75mmx X75mm wooden blocks complete. (i) 590mm X390mmX 380mm.

Each 12 2937.00 35244.00 50 Supplying fitting & fixing 10 litre P.V.C.

low-down cistern confirming to I.S. specification with P.V.C. fitings complete, C.I. brackets including two coats of painting to bracket etc.

Each 15 1129.00 16935.00 51 Supplying, fitting & fixing white vitreous

china best quality approved make wash basin with C.I brackets on 75mm X75mm wooden blocks, C.P. waste fittings of 32 mm dia, one approved quality brass C.P, piller quality P.V.C waste pipe with C.P chain with rubber plug of 30mm dia, approved quality P.V.C waste pipe with C.P nut 32 mm dia, 900mm long approved quality P.V.C connection pipe with heqavy brass C.P nut including mending good all damages & painting the brackets with two coats of approbved paint. (i) 550mm x 400 mm size

Each 16 1248.00 19968.00 52 Supplying P.V.C water storage tank of

approved quality with closed top with lid (Black)- Multilayer. (d) 1000 litre capacity

Each 4 5991.00 23964.00 53 Labour for hoisting plastic water storage

tank. (i) Upto 1500 litre capacity (a) Upto 1st storey from G.L.

Each 2 59.00 118.00 54 Supplying, fitting and fixing approved brand 32

mm dia. PVC waste pipe, with PVC coupling at one end fitted with necessary clamps 900 mm long

Each 20 86.00 1720.00 55 Supplying, fitting & fixing CI brackets

including two coats of painting Wash basin

Each 32 115.00 3680.00 56 Supplying, fitting & fixing porcelin partition

wall of approved make of size 618 mm x 310 mm complete in all respect

Each 16 1246.00 19936.00


57 Supplying, fitting and fixing bevelled edged mirror 5.5 mm thick silver red as per I.S. 3438/1965 together with brass C.P. hinges 450 mm x 300 mm

Each 10 334.00 3340.00 58 Supplying, fitting & fixing liquid soap

container PTMT (Prayag or equivalent)

Each 10 196.00 1960.00 59 Supplying, fitting and fixing soap holder

PTMT (Prayag or equivalent)

Each 15 164.00 2460.00 60 Supplying, fitting and fixing PTMT Smart

Shelf of approved make of size 300 mm

Each 20 247.00 4940.00 61 Supplying, fitting and fixing porcelin toilet

paper holder of approved make with wooden spindle as necessaryRoll type size 250 mm x 125 mm

Each 15 297.00 4455.00 62 Supplying, fitting and fixing towel rail with

two brackets. Aluminium 25mm dia and 750mm long

Each 5 154.00 770.00 63 Supplying, fitting and fixing Squatting plate

with integral flushing in white vitreous chinaware of approved make in cement concrete (1:3:6) with jhama chips complete (i) 450 mm x 350 mm

Each 4 1049.00 4196.00 64 Supplying, fitting & fixing pillar cock of

approved make. CP Pillar Cock Super Deluxe with Aerator-15mm (Equivalent to Code No. 508 & Model No. Tropical / Sumthing special of ESSCO or similar brand)

Each 16 617.00 9872.00


65 Supply fitting & fixing G.I pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee,union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fittings, fixing etc. complete in all respect including cost of all necessary fittings as required , jointing materials & two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, special.Payment for painting will be made seperately) . (A) For Exposed work:-

80 mm dia medium quality

M 100 841.00 84100.00 50 mm dia medium quality

M 50 520.00 26000.00 (B) For Concealed work:-

i) 15 mm dia medium quality

M 70 224.00 15680.00 ii) 20 mm dia medium quality

M 50 246.00 12300.00 iii) 25 mm dia medium quality

M 35 337.00 11795.00 66 Supplying, fitting & fixing Cast iron soil pipe

only conforming to IS: 3989/1970 and IS: 1729/1964 with bobbins, nails etc. including making holes in the wall, floor etc. and cutting trenches etc. in any floor through masonry concrete, if necessary, and mending good damages with necessary jointing materials and painting two coats to the exposed surface with approved paint complete With lead caulked joints. 150 mm dia (internal)

M 120 1204.00 144480.00 67 Supplying, fitting & fixing Cast iron single

branch equal with door conforming to IS 1729/1970 including joining and painting two coats to the exposed surface with approved paint complete. With lead caulked joints 150 mm dia

Each 15 1705.00 25575.00


68 Supplying, fitting & fixing HCI bend with door conforming to ISS including jointing complete and painting two coats to the exposed surface with approved paint complete With lead caulked joints 150mm dia

Each 10 1082.00 10820.00 69 Supplying, fitting & fixing HCI offset

conforming to ISS including jointing complete and painting two coats to the exposed surface with approved paint complete With lead caulked joints 150mm dia

Each 8 995.00 7960.00 70 Supplying high density poly-ethylene pipes

conforming to IS -4984 - 1985 (Dia) [PE-63],fitting and fixing for above ground work including cost of joining materials paints etc. fitting and fixing all necessary specials, cutting pipes , making threads, cutting holes in walls or R.C floor where necessary and mending good all damages excluding the cost of masonry or concrete work , if necessary , but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineer- in - charge.(Payment will be made on centre line measurement of the toatal pipeline including specials.

Rain water pipe

150 mm dia

Metre 130 1669.00 216970.00 71 Water proofing surface treatment inside

walls and floors of water reservoirs, swimming pools, sunken slabs/toilet floors and inside of basement etc. by cleaning the surface; preparing the surface by acid etching; treating the surface with a two layer plaster; first layer shall be 7/6 mm thick with octadecanoic acid based cementitious waterproofing compound and cement; cement sand (1:2 on floors of basements) plaster (12mm thick on floor, 8mm thick on vertical surfaces and at ceiling) and curing the plastered surface Inside water reservoir Sqm. 1800 389.97 701946.00


72 Arresting water leakages at isolated locations (points of leakage), at cracks and at construction joints with a putty of cement (OPC or slag), modified with a cementitious quick setting compound in a weight ratio of 1:10 (1 part compound : 10 parts cement) and modified with a silica waterproofing compound having the properties of making cement quick setting and non-shrinking in quantities to suit the water pressure conditions at the site and finally topping the plugged material with a surface waterproofing treatment (to be paid separately)

For leakage points Each 200 477.33 95466.00

For construction joints

M 270 640.21 172856.70 73 Supplying, fitting & fixing in position

reinforced cement polymer concrete (RCPC) manhole cover and frame to match with IS: 12592 with cement concrete 1:2:4 for embedding the manhole cover frame: 12 MT load bearing capacity manhole cover provided with 2 nos. lifter lock fitted with matching frame (size of cover : 590mm dia x 75mm thick and size of frame: 750mm dia x 150 mm thick)

Each 10 1479.87 14798.70 74 Supplying, fitting and fixing bib cock or stop

cock (a) (i) Chromium plated Bib cock short body (Equivalent to code no. 511 & Model-Tropical/Sumthing special of ESSCO or similar brand)

Each 45 511.00 22995.00 75 Supplying (empty cement bags) in good

condition. a)Polythene bags

Each 2000 6.32 12640.00 76 Labour for filling polythene bags with all

kinds of earth including sewing (typing with knob after filling will not be accepted) and stacking in position within 150 m with all lifts excluding the cost of earth Each 2000 3.27 6540.00

77 Extra rate for item No.- 75 above for each additional laed of 60 M. or part of therefor beyond the initial lead of 150 M.

Each 1000 1.09 1090.00


78 Supply and fixing with all accessories of Turbo Ventilator over self supported roof, minimum spacing between two Turbo shall be 6M apart Neck dia 24" (610mm) Sheet material Aluminium Shaft dia & material 19-20mm dia & SS304 Top dia Approx-10" to 12" Volume displaced / unit 2300 CFM at 10MPH Bearing details/Make type SS 304 Ball bearing Fan-material & dia Aluminium 1100 grade & 31" (788mm) dia

Each 6 9000.00 54000.00 79 Any other unforseen item which may arise

during execution of work, not covered under the item of works ( 1 to 78 ) shall be operated from PWD/WBSOR-2010 for Building works and Sanitary & Plumbing works

LS LS 1000000.00 1000000.00

SUB TOTAL 117384125.00

IN FIGURE

TOTAL QUOTED AMOUNT (RS.)

IN WORDS

expansion of the nimtala burning ghat of kmc in kolkata bid...(pakur variety) signature of the...

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