Farakka Barrage Project Tender
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Farakka Barrage Project Tender
Civil And Construction
Eprocure
Opening Date21 Jun 2024
Closing Date29 Jun 2024
Tender Amount₹ 43,72,301
Costs
EMD
₹ 87,450Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_FBPF_812954_1Bid Award Id
ViewTender No
GM/FBP-14 of 2024-25Tender Authority
Farakka Barrage Project ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
121.5
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1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).
16.15
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1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
40.71
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15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 13.8.2 1:4 (1 cement: 4 fine sand).
193.48
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Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in- charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade.
1164
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
14757.25
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Centering and shuttering with 12 mm thick shuttering plywood confirming to IS 4990:2011 and removal of form at all heights. Plywood will be supported on lock bars. Suspended floors, roofs, landings, balconies and access platform.
196.96
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Mild steel and Medium Tensile steel bars.
350
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Tie brick masonry with common burnt clay F.P.S. (non-modular) tile bricks of class designation 10 in plain arch work in superstructure above plinth and up to floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) including centering and shuttering complete.
6.22
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Painting work with Dulax Multi-surface paint of required shed . Two or more coat applied with 0.9 lit /10 sqm over an under coat of primer applied 0.75 lit /10 of approved brand of manufacture.
672.69
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Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm).
384.2
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Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan) with seat & lid fixed with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40 mm flush bend, 20 mm over flow pipe, with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: White vitreous china dual purpose WC pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend.
16
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Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required - One urinal basin with 5 litre white P.V.C. automatic flushing cistern.
2
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Providing and fixing brass bib cock of approved quality - 15 mm nominal bore.
2
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Providing and fixing brass stop cock of approved quality: 15 mm nominal bore.
2
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Providing and fixing specified wood frame work consisting of battens 50x25mm fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete. Kiln seasoned and chemically treated hollock wood.
0.34
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Providing and fixing 2nd class teak wood plain lining tongued and grooved, including wooden plugs complete with necessary screws and priming coat on unexposed surface.
8.44
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Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) Second class teak wood.
13.5
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Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily. - Double charge vitrified tile polished finish of size. The size of Tile 600 x 600 mm.
16.04
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Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
500
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Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tube well pipe and the bore.
-
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For depth up to 150 metre.(ii) 50 mm dia.
1.83
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For depth up to 150 metre for 50 mm dia. tube well with top enlargement of 100 mm dia.(ii) 100mm. Dia. (consider 5 nos. Strainer for each Submersible Pump × 1 no. pump + 4 nos. pipe for each Submersible Pump × 1 nos. Pump =(5X1.83) + (4X6.10)=201.30 m.
33.55
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For depth up to 150 metre for 80 mm dia. tube well with top enlargement of 150 mm dia.150mm. Dia.3 nos. Pipe for each Submersible Pump × 1 nos. pump=3 nos.
18.3
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Supplying brass-strainer with brass socket of approved make. (Heavy type) 100 mm. Dia. (5 nos. Strainer for each Submersible Pump × 1 nos. pump)
9.15
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Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbow, nipple, short piece etc. including cost of all materials, jointing materials, cutting pipes, making threads, cutting trenches up to 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and specials with bituminous paint complete in all respect32 mm Dia. 10.00 m (Average Horizontal dist. Over ground) + 15 m (average vertical Height) + 24.80 m (delivery to tank) + 1.83 m for blind pipe for each pump = 51.63 m
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32 mm dia
51.62
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100 mm dia
24.4
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150 mm dia
18.3
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Supplying fitting fixing plug of approved make confirming to I.S. specification. 50mm dia.
1
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Supplying fitting fixing G.I. cap at top. 150mm.
1
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Washing and developing tube well with air compressor pump and Engineer for 8 hours continuous pumping per day with necessary arrangement for testing the yield in gallons per hour with V notch including hire and labour charges for all tools and plants and scaffolding as required 3 days each for submersible × 1 no. pump = 3 days.
3
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Packing the annular space between the outside of the tube-well pipes and strainers and the bore with 'pea' size wagheed gravel of approved quality having size from 2mm. To 5mm or the size approved by the Engineer-in-charge including cost of all materials labour and equipment complete For Each Submersible:(18.3 -.50) m x 3.14 / 4 x (0.25^2 - 0.15^2) = 0.559 cum 33.55 m x 3.14 /4 x (0.25^2 - 0.100^2) =1.053 cum. Total : (0.559 cum + 1.053 cum) = 1.612 cum + add 5% wastage =1.693 Cum
1.69
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Supply, installation and commissioning 2.2 kilo Watt, Single Phase,240 ±10% Volts,50Hz, 32 mm delivery submersible pump set (Kirloskar or equivalent) including all ISI mark necessary accessories, auto cut voltage stabilizer, control panel box, Havel or equivalent make main switch etc.
1
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Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work up to 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) up to 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face up to the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well up to G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement concrete (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making necessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the excess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6).
1
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Fabrication and installation of gauge posts at river banks including cost of civil works in foundation embedded in 1:2:4reinforced cement concrete pedestal block of size 60 cm x 60 cm x60 cm including the cost of steel reinforcement, centering, shuttering, finishing, reinforcement over the 1:4:8 (1 cement : 4coarse sand : 8 graded stone aggregate 40 mm nominal size)cement concrete base of size 80 cm x 80 cm x 15 cm with 12 mm thick plastering complete and marking the gauge with synthetic enamel with standard metric gradation of 5 mm thickness in black& white alternately & red synthetic enamel of 5 mm of width at every 100 mm etc. complete.
-
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Seasoned Sal Wood Gauge Post of size 15 cm × 10 cm (one side tapered in 5 cm length) 2.4 meter long.
10
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MS gauge post made of ISMC100x40 with 6 mm thickness 2 m long.
15
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Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm).
149.81
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Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer.
1
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall
-
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15 mm nominal dia Pipes
15
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20 mm nominal dia Pipes
10
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):
2
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Providing and fixing on wall face un-plasticised - PVC moulded fittings/ accessories for un-plasticised 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 - 110 mm
10
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