Inter University Accelerator Centre Tender
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Inter University Accelerator Centre - IUAC Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date24 Jan 2024
Closing Date8 Feb 2024
Tender Amount₹ 16,00,000
Costs
EMD
₹ 32,000Document Cost
₹ 10Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IUAC_791886_1Bid Award Id
ViewTender No
IUAC/NIT/21/HAR/2023-24Tender Authority
Inter University Accelerator Centre ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered). Depth exceeding 1.5 m but not exceeding 3 meters.
18
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Extra for planking, strutting and packing materials for cavities (in close timbering) if required to be left permanently in position. (Face area of timber permanently left to be measured).
18
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Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurements to be taken of the face area timbered): Depth exceeding 1.5 m but not exceeding 3 m
18
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Extra for planking and strutting in open timbering if required to be left permanently in position. (Face area of the timber permanently left to be measured).
18
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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth up to 50 m and lift up to 1.5 m, as directed by Engineer-in- Charge: All kinds of soil.
12
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Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete
4
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Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as
well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in charge. All kinds of soil
9
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Demolishing brick work laid in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 100 metres lead as instructed by Engineer.
30
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Dismantling steel work in single sections (R.S. Joists, MS pipes, Angles etc. including dismembering and stacking within 100 metres lead including 2 or more coat of PU enamel paint over primer coat all complete.
330
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Demolishing cement Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
4
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Providing and laying in position cement concrete of 1:4:8 (1 Cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size) grade.
11
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Providing and laying in position cement concrete of 1:2:4 (1 Cement: 2 coarse sand (zone-III): 4 graded stone aggregate 40 mm nominal size) grade.
3
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Brick work with common burnt clay F.P.S. (non-modular) bricks in cement mortar (1:4) of class designation 7.5 in foundation & plinth
14
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Brick work with common burnt clay F.P.S. (non-modular) bricks in 1:4 of class designation 7.5 in superstructure above plinth level
9
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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 including 2 or more coat of enamel paint over primer coat all complete.
700
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P/F tubular (round /square/rectangular hollow tubes) pipes, including cutting, welding, hoisting, fixing in position after making them oval/half round shape as per drawing and site instruction including applying a priming coat of approved steel primer and two coats of enamel paint of approved make and colour.
100
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Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 meter or as desired by Engineer in- charge. The sheet shall be fixed using self-drilling /self-tapping screws of size (5.5x 55 mm) with EPDM seal, complete up to any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required
20
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Cement concrete work (for repair of floor/over newly laid pipe etc.) with 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size.
8
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Steel reinforcement (Thermo-Mechanically Treated bars of grade Fe-500D or more.) for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
1500
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Centring and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
35
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centring, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size)
12
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Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement: 3 fine sand).
75
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Supplying and applying pre tested and approved water based concrete curing compound to concrete / masonry surface, all as per manufacturer’s specification and direction of Engineer-in-charge. Non pigmented wet curing compound
35
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Extra for addition of synthetic Polyester triangular fibre of length 12mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 of in cement concrete/RCC/Flooring/water retaining structures by using of 125gms of synthetic Polyester triangular fibre for as per directions of Engineer-in-Charge.
80
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Extra for laying concrete in or under water and/or liquid mud cost of pumping or bailing out water and removing slush etc. complete. The quantity will be calculated by multiplying the depth measured from the sub-soil water level up to centre of gravity of concrete under sub-soil water level with quantity of concrete in cum executed under sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1m. 0.05m or more shall be taken as 0.1m and less than 0.05m ignored.
10
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P/F 15 mm cement plaster of 1:4 (1 cement: 4 coarse sand) on brick work
30
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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete :600 mm dia. R.C.C. pipe
20
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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by
table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.: 60mm thick cement concrete paver block of M-35 grades with approved colour, design & pattern.
100
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SITC of Sewage Dewatering Submersible Pumps of 7.5 HP three phase of min discharge of 1500 LPM at 6 meters head complete as required as per specifications and direction of Engineer In charge.
2
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SITC of 4” NB PN16 Butterfly valve (flange type) having SS disk as per specifications as required.
2
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SITC of 4” NB Non-return Valve with SS working parts as per specifications as required.
2
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SITC of 4” NB MS flanges as per specifications as required.
12
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SITC of 4” NB C-class heavy duty GI pipe as per specifications as required.
50
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SITC of outdoor type double door IP65 electrical panel for pump suitable for 2x7.5 HP pump with DOL starters, water level controllers, incomer MCCB, outgoing MCCB, MCB’s, VAF meter, indicating lamps, Auto/Manual selector switch etc as per specifications as required.
1
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SITC of 3.5 C x 35 sqmm Al armoured cable, with terminations, thimbles, gland at both ends etc. as per specifications as required.
80
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SITC of 3 C x 16 sqmm Al armoured submersible cable, terminations etc. as per specifications as required.
30
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SITC of 8 SWG GI wire 2 runs along with electrical power cable for electrical panel with terminations as required.
150
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Dewatering/ Pumping out water caused by embankment seepage, broken water mains or due to drain pipe continuously flowing sewage water in storm water drain at both upstream and downstream side including rainwater as per site situation Note: This Items to be carried out as per site requirement & conditions after the instruction of IUAC Engineer during the whole period of contract/execution (whichever is the later) by setting a temporary arrangement with mechanical pump or manually as suitable. Bidders have to estimate the required time and quantity of water for dewatering during execution of works and quote accordingly.
1
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