National Highways And Infrastructure Development Corporation Limited Tender
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The NHIDCL has issued a formal invitation for competitive bids for the National Highways And Infrastructure Development Corporation Limited project, for NHIDCL/ACP/Water Harvesting System/2018 in New Delhi, Delhi. The bid opening date for this tender is 09-07-2018 and the last date for bid submission is 02-08-2018. Interested bidders for National Highways And Infrastructure Development Corporation Limited tender can download the important documents here to check the tender amount, scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 11,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
NHIDCL/ACP/Water Harvesting System/2018
Description
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Contact
Tender Id
2018_NHIDC_358112_1Bid Award Id
ViewTender No
NHIDCL/ACP/Water Harvesting System/2018Tender Authority
National Highways And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://https://nhidcl.com/
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Documents
BOQ Items
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8.8)Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
3.6
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6.4.1) 75 mm diameter
10
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8) Drainage
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2.6) Supplying and filling in plinth with jamuna sand under floors, including watering, ramming, consolidating and dressing complete.
7
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8.9) Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.
3.6
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6.3.1) Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides
10
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7.7) Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape , laid in required colour pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc all complete as per the direction of engineer-in-charge
70
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6.1) Providing Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and including a priming and painting coat of approved epoxy paint on surface as per specifications.
10
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6.2) 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.
-
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8.3.2) 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg
1
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8.5.1) 300 mm dia
30
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3.1) 1:2:4 (1 Cement : 2 coarse sand (Recyled concreate aggregate RCA)up to 25% : 4 graded stone aggregate 20 mm sizeRecyled concreate aggregate RCA)up to 25%
0.56
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2.4.1) All kinds of soil (1.5 to 3M)
28.38
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8.4.2) Circular shape 500 mm internal diameter
1
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7.1.1) 1 :4 (1 cement: : 4 fine sand)
80.54
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7.6.1) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
18
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8.12) Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.100 mm clamp
2
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5) BRICK WORK
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8.10)Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
1.63
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2) EARTH WORK
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6.4.2) 110 mm diameter
10
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2.1) 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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
197.19
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6.4) Providing and fixing on wall face 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,(i) Single socketed pipes.
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2.7) Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
19.01
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7.4) Neat cement punning
127.82
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2.5) Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5 m.
221.07
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1) CARRIAGE: Carriage of excavated earth , by mechanical transportation including loading, unloading and stacking
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7.8) Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
70
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3.2) 1:4:8 (1 Cement : 4 coarse sand (Recyled concreate aggregate RCA)up to 25% : 8 graded stone aggregate 40 mm sizeRecyled concreate aggregate RCA)up to 25%
9.06
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1.1) For 5KM
21.06
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3) CONCRETE WORK Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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8.1) 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 :
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4.1) Centering and shuttering including strutting, propping etc. and removal of form for all heights :Suspended floors, roofs, landings, balconies and access platform
2.72
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8.1.1) 250 mm dia. R.C.C. pipe
80
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8.3) Supplying and fixing C.I. cover without frame for manholes :
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2.3) Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre).
30
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4.3) Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using , using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level
2.72
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7.3) 6 mm cement plaster of mix :
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8.3.1) 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg
5
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8.4.1) Square shape 450 mm internal dimension
1
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7.5) Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers
15.98
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4) Reinforcement cement concrete
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8.2) Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in water tank with required M-25 concrete, manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design or approved by the Engineer in charge/consultant.
20
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2.4) Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.
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4.2) Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more.
408.48
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5.1) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
32.5
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8.7) Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
2.5
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2.4.2) All kinds of soil (3 to 4.5M)
16.08
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6.2.1) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
100
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7.1) 12 mm cement plaster of mix :
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7.2) 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand
40.14
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7) Finishing
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7.3.1) 1:3 (1 cement : 3 fine sand)
9
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8.5.2) Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.100 mm nominal size dia
20
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8.11) Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 100 mm dia
1
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6) Steel Work
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1..2) For 10 km
12.64
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8.6) Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.100 mm nominal size dia
10
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2.2.1) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
80
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2.2) Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil
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6.3) Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.
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8.1.2) 450mm dia R.C.C pipe
20
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8.5) Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.All types of soil
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2.2.2) pipes cables etc exceeding 300mm dia but not exceeding 600mm
20
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