Tender For Providing And Laying Of G.I. Pipeline 80 Mm Dia For Re-Circulation Of Treated Water Alongwith Construction Of Sump Tank And Pumping Station At I.E. Ghatti-Kathua
Tender Value
Ref. Documents
Estimated cost
Bid Submission
24 Aug 2026
5 days left
EMD
4 Lakhs
Bank guarantee accepted
Document Fee
7500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kathua → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing And Laying Of G.I. Pipeline 80 Mm Dia For Re-Circulation Of Treated Water Alongwith Construction Of Sump Tank And Pumping Station At I.E. Ghatti-Kathua
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres:All kinds of soil.For G.I Pipeline10366x0.60x0.75 = 4664.70 cumFor Sump Tank:Foundation : π/4x(10.10)²x1.50 = 120.18 cumPlinth π(9.5+1.2)x1.2x(0.30+1.20)/2 = 30.25 cumprotectionWashout pipe 30x1.0x1.5 = 45.00 cumand Delivery Pipe195.43 cumFor 2 No. Tanks = 2x195.43 = 390.86 cum= 4664.70cum+390.86 cum = 5055.56 cum |
| 2 | Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. Bituminous Roads: 2x10x10.0x1.00 = 200.00sqm |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) All work upto plinth level.Sump tank2xπ/4x(10.10)²x0.15 = 24.04 cumFor road restorationQty vide item 2 = 200.0x0.10 = 20 cum44.04 cum |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)Sump tank2xπ/4x(10.10)²x0.15 = 24.04 cum2xπ(9.5+1.2)x1.2x(0.30+1.20)/2 = 60.50 cum84.54 cumFor road restorationQty vide item 2 = 200.0x0.15 = 30.00 cum 114.54 cum |
| 5 | Providing and fixing G.I Pipe complete with G.I fittings excluding trenching and refilling etc.(external work) Medium class (Parkash Surya/Jindal make)80mm dia nominal boreQty : 10366 mtr. |
| 6 | Making connection of G.I. distribution branch with G.I. main of various sizes by providing and fixing Tee ( including reducer Tee ) , including making bends by cutting and welding fabrication or by cutting and threading and providing bend (whichever/ wherever applicable as per site requirement and direction of Engineer - in – charge: 80 mm dia connection / bends |
| 7 | Providing and fixing CI Sluice valves (with cap) complete with flanges, bolts, nuts . rubber insertions etc. of different dia (make Kirloskar/Kartar) (asper requirement at site)80 mm diasluice valves |
| 8 | Constructing masonry chamber of specified size , in brick work with common burnt clay (non-modular) bricks of class designation 7.5 in cement mortar 1:4 and R.C.C. top slab 1:1.5:3 mix including necessary excavation , foundation concrete 1:5:10 and inside plastering with cement mortar 1:3 mix 12mm thick finished with a floating coat of neat cement complete as per standard design per requirement at site)For Sluice Valves Chamber 60x60x75 cm |
| 9 | P/F heavy duty G.I. Plug at ends of pipe (reputed make) : 80mm dia plug |
| 10 | Testing of joints and complete Pipeline including welding joints and Sluice valve connections. |
| 11 | 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 mtrs and lift upto 1.5 mtrQty vide item 1 for G.I Pipeline= 4664.70 cum@90% = 4198.23 cum |
| 12 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, 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 in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level (For Sump Tank)Raft: π/4x(9.50)²x0.25 = 17.72 cumWalls: π(9+0.25)x1.10x0.25 = 7.99 cum25.71 cumFor 2 No. Tanks=2x25.71 =51.42 Cum |
| 13 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, 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 in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level. (For Sump Tank)Walls:π (9+0.25)x0.25x(3.90+0.30+(-1.10)29.05x0.25x3.10 =22.51 cumπ x(9+0.45)x0.30x0.45 =4.00 cum2x π x6.52x1.80x0.15 =11.06 cum37.57 cumFor 2 No. Tanks = 2x37.57 = 75.14 cum |
| 14 | Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/RMCQty vide item No. 12 = 51.42Qty vide item No 13 = 75.14126.56 cum |
| 15 | 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.Qty vide item No. 14 = 126.56 cum@100kg/cum = 12656 kg |
| 16 | Centering and shuttering including strutting, propping etc and removal of form for: |
| 17 | Foundation, footings, bases of columns etc. for mass concreteπ x10.10x0.30x2 = 19.04 |
| 18 | Extra for shuttering in circular work (20% of respective centering ahd shuttering itemsπ x10.10x0.30x2 = 19.04 |
| 19 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.π x9.0x4.20x2 =237.50sqm |
| 20 | Extra for shuttering in circular work (20% of respective centering ahd shuttering itemsπ x9.0x4.20x2 =237.50sqm |
| 21 | Lintel, beams, plinth beams, girders, bresumers and cantilevers π x9.90x0.30x2 =18.66sqm |
| 22 | Extra for shuttering in circular work (20% of respective centering ahd shuttering itemsπ x9.90x0.30x2 =18.66sqm |
| 23 | Arches, domes, vaults upto 6 mtr span2x π x6.52x1.80x2 =147.48 sqm |
| 24 | Extra for arches, domes, vaults exceeding 6 mtr span 2x π x6.52x1.80x2 =147.48 sqm |
| 25 | 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.Vertical:¯2x6.00 = 12.00 mtrsHorizontal: ¯30x0.50 = 15.00 mtrsHook: ¯4x0.30 = 1.20 mtrs 28.20 mtrsFor two no. ladder: ¯2x28.20 = 56.40 mtrs @4.505kg/m = 254.08 kgFor rectangular slope manhole = 36.00 kgCover with frame 290.08kgFor 2No sump tanks = 2x290.08 =580.16kg |
| 26 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.For Plinth Protection2π (9.0+0.50+1.20)x1.20 = 80.68 sqm |
| 27 | Providing and fixing G.I pipes of dia 100 mm for Delivery and washout and Air bends on dome complete fitting upto Monoblock Pump set. |
| 28 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @3.84kg/10sqm)Outside wall:πx9.5x3.7 = 110.43 sqmDome 2x π x6.52x1.80 = 73.74 sqm184.17sqmFor 2 No. tanks = 2x184.17 = 368.34 sqm |
| 29 | Providing, fitting, Installation, Testing and Commissioning of 7.5 HP 2800 RPM capacity booster MonoblocPumpset with Control Panel MUG-20 including Cable and TPN-63 Amp etc. all complete. |
| 30 | Carriage of materials by mechanical transport. |
| 31 | a) Sand for 5 KmsQty vide item no.3 = 44.04 cumQty vide item no.4 = 114.54 cumQty vide item no.12 = 51.42cumQty vide item no.13 = 75.14cum285.14 cum ---A @ 0.45 of A= 128.31 cum |
| 32 | Stone aggregate 40 mm and below size for 5 Kms Qty vide item 22 marked A = 285.14 cum @ 0.90=256.63 cum Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysAug 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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