Construction Of 0 . 50 Lac Gallons Capacity Ssfp , 0 . 25 Lac Gallons Sr , Constt . Of Sluice Chambers , Constt Of Crate Works At Head Site , Constt Of Anchor/Thrust Blockes At Valunerable Spots And L/F Of Rwm/Supply Main An Trial Run For Six Months
Tender Value
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Estimated cost
Bid Submission
09 Feb 2021
0 days left
EMD
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Bank guarantee accepted
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600
Non-refundable
Tender Type
Online
Tender Overview
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Competition Type
NCB
Bidding Type
Tender
Location / State
Kokernag → Jammu And Kashmir
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Not Available
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Project Description
Construction Of 0 . 50 Lac Gallons Capacity Ssfp , 0 . 25 Lac Gallons Sr , Constt . Of Sluice Chambers , Constt Of Crate Works At Head Site , Constt Of Anchor/Thrust Blockes At Valunerable Spots And L/F Of Rwm/Supply Main An Trial Run For Six Months .
BOQ
| Name of Work: Construction of 0.50 lac gallons capacity SSFP, 0.25 lac gallons SR, constt. of sluice chambers, constt of crate works at head site, Constt of anchor/thrust blockes at valunerable spots and L/F of RWM/supply main WSS Adigam Gretwalipora. (NRDWP) (Advt. Cost 88.16 Lacs) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Removal of surface boulders by engaging labours | 25 | No | |
| 2 | 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. | 1 | ||
| 3 | 2.1 | All kinds of soil | 2 | 384 | Cum |
| 4 | 2.2 | Ordinary Rock | 3 | 183 | Cum |
| 5 | 3 | P/Laying of stone soiling dry hand packed | 4 | 60.6 | cum |
| 6 | 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 5 | 31.32 | cum |
| 7 | 5 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 6 | 5.06 | cum |
| 8 | 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 7 | 11.61 | Cum |
| 9 | 7 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 8 | 1.54 | Cum |
| 10 | 8 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size | 9 | ||
| 11 | 8.1 | Raft | 10 | 56.43 | Cum |
| 12 | 8.2 | Walls | 11 | 74.29 | Cum |
| 13 | 8.3 | Beams, suspended floors, roofs | 12 | 2.18 | Cum |
| 14 | 8.4 | Dome, Arches, Vault Shells | 13 | 4.3 | Cum |
| 15 | 9 | Providing & laying in position cement concrete of specified grade exculding the cost of centering & shuttering all work upto plinth level.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | 14 | 31.49 | cum |
| 16 | 10 | 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 | 15 | 11880 | kg |
| 17 | 11 | Centering and shuttering including strutting, propping etc. and removal of form for: | 16 | ||
| 18 | 11.1 | Foundations, footings, bases of columns etc. for mass concrete. | 17 | 103.44 | SQM |
| 19 | 11.2 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc | 18 | 698.42 | SQM |
| 20 | 11.3 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. | 19 | 30.94 | Sqm |
| 21 | 11.4 | Edges of slabs and breaks in floors and walls | 20 | 34.2 | Mtr |
| 22 | 11.5 | Dome | 21 | 55.86 | SQM |
| 23 | 12 | Extra for shuttering in circular work | 22 | ||
| 24 | 12.1 | Foundations, footings, bases of columns etc. for mass concrete. | 23 | 7.77 | SQM |
| 25 | 12.2 | walls any thickness including attached pilasters butreses plinth & string course. | 24 | 156.58 | SQM |
| 26 | 12.3 | Beams | 25 | 15.98 | SQM |
| 27 | 13 | providing incorporating PGI sheets during concreting at joints | 26 | 21.42 | SQM |
| 28 | 14 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand) | 27 | 475.34 | Sqm |
| 29 | 15 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) | 28 | 487.1 | Sqm |
| 30 | 16 | P/F of approved quality of filter media from Ganderbal incld all leads and lifts/carriage complete | 29 | 88.75 | Cum |
| 31 | 16.1 | Supplying & Laying of stone slab from Baramulla Complete job including all carraiges leads and lifts upto site of work | 30 | 55.47 | SQM |
| 32 | 17 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 31 | 2216.16 | Cum |
| 33 | 18 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) | 32 | 1549 | kg |
| 34 | 19 | P/F of 100mm dia sluice valve | 33 | 5 | No |
| 35 | 20 | P/F of 100mm dia NRV | 34 | 2 | No |
| 36 | 21 | Structural steel work 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. Welded (Lid and ladder). | 35 | 450 | kg |
| 37 | 23 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: | 36 | ||
| 38 | 23.1 | All kinds of soil | 37 | 1374 | cum |
| 39 | 23.2 | Ordinary Rock | 38 | 924 | Cum |
| 40 | 24 | Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe) 125mm dia | 39 | 158.1 | Qtl |
| 41 | 25 | Providing push on joints to centrifugally (Spun) cast iron pipes or ductile Iron pipe incl. testing of joints & incl. the cost of rubber gasket. 125mm dia | 40 | 182 | Joint |
| 42 | 26 | P/F of MS flanges to G.I pipes inclu cost of washers , nuts, bolts etc,complete upto site of work .100mm dia | 41 | 121 | Pair |
| 43 | 27 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 100 mm dia. G.I. pipes | 42 | 3929 | Mtr |
| 44 | 28 | Providing and fixing D.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). | 43 | ||
| 45 | 28.1 | 125mm dia | 44 | 2 | No |
| 46 | 28.2 | 100mm dia | 45 | 4 | No |
| 47 | 29 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete | 46 | ||
| 48 | 29.1 | 25 to 40 mm nominal bore | 47 | 60 | No |
| 49 | 29.2 | 50 to 80 mm nominal bore | 48 | 20 | No |
| 50 | 30 | P/F of tees bends made of MS of required six=ze incl all carraiges upto site of work | 49 | 200 | Kg |
| 51 | 31 | Provision for connecting/commissioning of structures | 50 | 1 | Job |
| 52 | 32 | P/L and Hand packing of boulders | 51 | 106.14 | Cum |
| 53 | 33 | Providing & supply wire crates | 52 | 3150 | Sft |
| 54 | 34 | Carraige of material from Different sources to nearest dumping site of work incl loading, unloading & stacking by mechanical transport | 53 | ||
| 55 | 34.1 | Cement/ Steel avg. 35 kms | 54 | 119.07 | MT |
| 56 | 34.2 | Sand/agg avg 37kms | 55 | 274.41 | Cum |
| 57 | 34.3 | 40mm agg avg 39kms | 56 | 34.18 | Cum |
| 58 | 34.4 | Stone soling Avg 15kms | 57 | 42.94 | Cum |
| 59 | 34.5 | Boulders avg 6kms | 58 | 17.68 | Cum |
| 60 | 35 | Extra materials by manual labour from dumping site to actual site of work avg 200 mtrs | 59 | ||
| 61 | 35.1 | Cement | 60 | 106.202 | MT |
| 62 | 35.2 | Steel | 61 | 12.868 | MT |
| 63 | 35.3 | Sand/agg | 62 | 274.41 | Cum |
| 64 | 35.4 | 40mm agg | 63 | 34.18 | Cum |
| 65 | 35.5 | Stones avg500m | 64 | 42.94 | Cum |
| 66 | 35.6 | Boulders avg 500m | 65 | 17.68 | Cum |
| 67 | 36 | Carriage of pipes from Div store to dumping site incl loading, unloading & stacking by mechanical transport avg 50 kms lead | 66 | ||
| 68 | 36.1 | 125mm dia DI pipe | 67 | 1000 | Mtr |
| 69 | 36.2 | 100mm dia GI pipe | 68 | 4600 | Mtr |
| 70 | 37 | Extra carriage of pipes by manual labour from dumping site to actual site of work avg 500 mtrs | 69 | ||
| 71 | 37.1 | 125mm dia DI pipe | 70 | 1000 | Mtr |
| 72 | 37.2 | 100mm dia GI pipe | 71 | 4600 | Mtr |
AI Tender Summary
Tender Timeline
Jan 30, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 09, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 10, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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