Tender For special Repair To Collection Tank Pipeline And Busbar For Diversion Of Water Supply To Flter Beds And Filter Beds To Storage Tanks At Jib Filtration Plant, Including Associated Works Under Ge (Utilities) Udh Ur.
Tender Value
46.60 Lakhs
Estimated cost
Bid Submission
15 Sep 2026
13 days left
EMD
93200
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Reasi → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for special Repair To Collection Tank Pipeline And Busbar For Diversion Of Water Supply To Flter Beds And Filter Beds To Storage Tanks At Jib Filtration Plant, Including Associated Works Under Ge (Utilities) Udh Ur.
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: GE Utilities Udhampur Name of Work: Spl repair to collection tank pipeline and busbar for diversion of water supply to flter beds and filter beds to storage tanks at JIB Filtration Plant, including associated works under GE (Utilities) Udhampur. Contract No: GE/U-97/2026-27 Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Ser.No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes TOTAL AMOUNT TOTAL AMOUNT In Words |
| 2 | Excavation in trenches not exceeding 1.5 mtr wide and not exc. 1.5 mtr in deep in soft/ loose soil getting out and levelling of bottom surface to required level, complete all as specified and directed by Egnr-in-Charge. |
| 3 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm thick in soft/ loose soil, complete all as specified and directed by Egnr-in-Charge. |
| 4 | Removing excavated material of any type of hard/dense soil from site to a distance not exc. 50 mtr away and depositing where directed to exc. 1.5 mtr above the starting point, complete all as specified and directed by Egnr-in-Charge. |
| 5 | Taking up or down old unseviceable pipe of size upto 300 mm dia including all fittings, complete all as specified and directed by Egnr-in-Charge.Note: Required excavation shall be included in quoted rate. |
| 6 | Taking up or down old unseviceable pipe of size upto 250 mm dia including all fittings, complete all as specified and directed by Egnr-in-Charge.Note: Required excavation shall be included in quoted rate. |
| 7 | Taking up or down old unseviceable pipe of size upto 200 mm dia including all fittings, complete all as specified and directed by Egnr-in-Charge.Note: Required excavation shall be included in quoted rate. |
| 8 | Taking up or down old unseviceable pipe of size upto 150 mm dia including all fittings, complete all as specified and directed by Egnr-in-Charge.Note: Required excavation shall be included in quoted rate. |
| 9 | Taking up or down old unseviceable pipe of size upto 100 mm dia including all fittings, complete all as specified and directed by Egnr-in-Charge.Note: Required excavation shall be included in quoted rate. |
| 10 | Taking up or down old unseviceable pipe of size upto 80 mm dia including all fittings, complete all as specified and directed by Egnr-in-Charge.Note: Required excavation shall be included in quoted rate. |
| 11 | M&L for laying tubes medium grade MS ERW with all fittings laid in trenches of size 300 mm bore having wall thickness 6 mm with permissible tolerance ± 10% conforming to IS-3589, ISI marked including all fittings such as bends (any type, radius or angle), tapers any type (straight, bend, increasing, decreasing or double socket etc) TEE pieces single branch, 'Y' Junction, double branch, cross collars, cap and plugs, MS flanges complete bends, TEE pieces, collars, elbow, tail piece etc complete all as specified and directed by Engr-in-Charge.Note :- (i) Flanges to be provided at every 6 m length of plain end pipe or shorter length as directed by Engineer-in- Charge. Flange will be welded to the MS ERW pipe and gasket to be provided between two flanges and will be fixed with 04 Nos of nuts and bolts (M16 Type) at each jointing. Flanges will be of IS-6392 specifications. The cost of flanges, nuts & bolts, gaskets and connecting of flanges to pipeline by welding will be deemed to be included in the quoted item rate. |
| 12 | (ii) All standard fittings such as bends (any type, radius or angle), tapers any type (straight, bend, increasing, decreasing or double socket etc) TEE pieces single branch, 'Y' Junction, double branch, cross collars, cap and plugs, MS flanges complete bends, TEE pieces, collars, elbow, tail piece etc jointing are deemed to be included in the quoted item rate. Make of fittings - ISI marked.(iii) Jointing of pipe line will be done through flanging only and as directed by Engr-in-Charge. (iv) Excavation and earthwork will be measured and paid separately. (v) Any special fittings to be fabricated at site as per typical site condition will be measured and paid seprately.(vi) Welding of flanges to be done by trained personnels at site and included in the quoted rate for normal flange joints for nominal length of pipes. However if the welding of pipes (other than normal flanged joint at nominal length) is required the same shall be measured and paid separately.(vii) Execution of work should be carried out without hampering the daily routine water supply. |
| 13 | Description all as per ser item no 10.00 here-in-before but of dia 250 mm. |
| 14 | Description all as per ser item no 10.00 here-in-before but of dia 200 mm |
| 15 | Description all as per ser item no 10.00 here-in-before but of dia 150 mm. |
| 16 | Description all as per ser item no 10.00 here-in-before but of dia 100 mm. |
| 17 | Supply & fixing in replacement GI pipes of size 80 mm dia, medium grade, galvanized with all fitting such as bends, tees, nipples, union and sockets, clamps etc laid in trenches, under floor/walls etc, complete all as specified and directed by Engr-in-Charge. |
| 18 | Description all as per ser item no 15.00 here-in-before but of 50 mm dia |
| 19 | Description all as per ser item no 15.00 here-in-before but of 40 mm dia |
| 20 | Supply and fix in replacement cast iron sluice valve suitable of size 300 mm (PN 1.6) as per IS : 14846 with iron wheel head both end flanged, non rising type and jointing with the rubber or fibre board gasket complete with and including required nos size of nuts, bolts and washers including taking down the old existing,complete all as specified and directed by Engr-in-Charge. |
| 21 | Supply and fix in replacement cast iron sluice valve suitable of size 250 mm (PN 1.6) as per IS : 14846 with iron wheel head both end flanged, non rising type and jointing with the rubber or fibre board gasket complete with and including required nos size of nuts, bolts and washers including taking down the old existing,complete all as specified and directed by Engr-in-Charge. |
| 22 | Supply and fix in replacement cast iron sluice valve suitable of size 200 mm (PN 1.6) as per IS : 14846 with iron wheel head both end flanged, non rising type and jointing with the rubber or fibre board gasket complete with and including required nos size of nuts, bolts and washers including taking down the old existing,complete all as specified and directed by Engr-in-Charge. |
| 23 | Supply and fix in replacement cast iron sluice valve suitable of size 80 mm (PN 1.6) as per IS : 14846 with iron wheel head both end flanged, non rising type and jointing with the rubber or fibre board gasket complete with and including required nos size of nuts, bolts and washers including taking down the old existing,complete all as specified and directed by Engr-in-Charge. |
| 24 | Supply and fix in replacement cast iron sluice valve suitable of size 150 mm (PN 1.6) as per IS : 14846 with iron wheel head both end flanged, non rising type and jointing with the rubber or fibre board gasket complete with and including required nos size of nuts, bolts and washers including taking down the old existing,complete all as specified and directed by Engr-in-Charge. |
| 25 | Supply and fix in replacement cast iron sluice valve suitable of size 100 mm (PN 1.6) as per IS : 14846 with iron wheel head both end flanged, non rising type and jointing with the rubber or fibre board gasket complete with and including required nos size of nuts, bolts and washers including taking down the old existing,complete all as specified and directed by Engr-in-Charge. |
| 26 | Supply and fix in replacement of cast iron air release valve with two air outlets of size 100 mm dia as per IS 14845 including all jointing materials like high pressure rubber gasket nuts, bolts, washers with arrangement for fixing, including taking down complete,complete all as specified and directed by Engr-in-Charge. |
| 27 | M&L for Refixing of interlocking tiles of any thickness laid dry in position over sand cushioning including dismantling of existing tiles,complete all as specified and directed by Engr-in-Charge. |
| 28 | M&Lsand filling under floors or in foundations including watering and consolidation,complete all as specified and directed by Engr-in-Charge. |
| 29 | M&L for cement concrete in foundations, filling and mass concrete. Type B2 1:2:4 (40 mm graded aggregate) ,complete all as specified and directed by Engr-in-Charge. |
| 30 | M&L for cutting of existing road/paver block (any type)/hard standing for crossing of GI Pipes for laying of any size Pipes including necessary excavation and earth work including repairing the same as per existing with stone aggregates premix readymix road repair patching compound for instant road repair manufectured with blend of bituminous aggregates and high gradevpolymer to ensure immediate bonding with the crushy surface complete all as specified and directed by Engr-in -charge. |
| 31 | Cutting of existing GI/CI/MS water main pipe line upto 250 mm bore in position for making branch connection (insertion of GI Tee) including excavation and earth work complete all as directed. Note : GI fittings such as tee, elbows, collar, reducer etc joint and jointing material for fixing of cast iron fittings shall be measured and paid separately,complete all as specified and directed by Engr-in-Charge. |
| 32 | Description all as per ser item no 29.00 here in before but pipeline upto 200mm. |
| 33 | Supply fabrication and fixing MS joints like Flanged, bends, Tee, Tapers, collars, elbow, tail piece (any type) caps, plugs for 80 mm to 300 mm bore pipe,complete all as specified and directed by Engr-in-Charge. |
| 34 | Supply, fabrication, fixing, testing in replacement of MS ERW Class ‘B’ distribution header, including dismantling and removal of the existing header, of 400 mm bore with minimum wall thickness of 6 mm (permissible tolerance ±10%), conforming to IS: 3589 and ISI marked, 09.0 metres long, complete with welded MS flanges 20 mm thick on both ends, duly closed with MS end plates. The header shall include provision of 05 Nos. inlets on the supply side (01 Nos. of 300 mm dia, 02 Nos. of 250 mm dia and 02 Nos. of 200 mm dia) and 8 Nos. outlets on the distribution side 01 Nos(300 mm dia),2 Nos (250 mm),2 Nos(200 mm),01 Nos(80mm)&2 Nos washout fabricated out of MS/GI pipes with flanged ends, including all necessary welding, cutting, grinding, alignment, and fixing arrangements. The complete header shall be painted with one coat of red oxide primer and two coats of black synthetic enamel paint, complete, all as specified and as directed by Engineer-in-Charge.Note: .(i) The header shall be provided with 80 mm dia washouts at both the extreme left and right ends, allowing complete drainage of each partition for maintenance purposes. |
| 35 | M&L for PCC pillars, including dismantling of existing pillars, of size 0.9 m × 0.6 m × 1.8 m (comprising 0.6 m below ground level and 1.2 m above ground level) for mounting and leveling of the header at a height of 1.5 m above ground level, complete as specified and as directed by the Engineer-in-Charge.Note: The quoted rate shall be deemed to include the following:(a) Excavation in trenches not exceeding 1.5 m width and 1.5 m depth, including removal of hard/dense soil, complete as specified and directed.(b) Returning and filling of excavated material, including spreading, levelling, watering, and well ramming in layers not exceeding 25 cm, complete as specified.(c) Transportation of excavated material up to 50 m and depositing at locations directed by the Engineer, at a level not exceeding 1.5 m above the starting point, complete as directed.(d) M&L of PCC 1:3:6 (C-2) using 40 mm graded crushed stone aggregate for foundation filling of pillars, complete as specified and directed. |
| 36 | (e) M&L of RCC foundations, M-25 (using 20 mm graded aggregates), including rafts, footings, foundation beams, plinth beams, column bases, basement slabs, under-reamed piles, and mass concrete, complete as specified and directed by the Engineer-in-Charge.(f) M&L of RCC columns, M-25 (using 20 mm graded aggregates), complete as specified and directed.(g) Supply, cutting, bending, cranking, and placement of mild steel bars of 10 mm dia and above, including spiral hooping for columns, hooking of ends, binding with annealed mild steel wire not less than 0.9 mm dia, or securing with clips, complete as specified and directed.(h) Cost of labour for mounting the header on PCC pillars. (i) Prior to mounting, the strength of each pillar shall be tested. If a pillar fails to meet the required strength, it shall be dismantled and reconstructed by the contractor at his own risk and cost, to the, complete all as specified and directed by Engr-in-Charge. |
| 37 | Supply and fixing MS ERW Class 'B' distribution header of bore 350 mm having wall thickness 6 mm with permissible tolerance ± 10% conforming to IS-3589, ISI marked 4.50 meter long with welded flanges, MS flanges 20mm thick on both ends close with end plates including provision of 07 nos inlets (3 x 200 mm & 4 x 150mm) from supply side and 03 nos outlets at distribution side (2 x 250mm & 2 × 200mm) made upMS/GI Pipe with flanged end including painting of complete header with one coat of ed oxide primer and two coats of synthetic enamel paint of black colour, complete all as specified and directed by Engr-in-Charge. |
| 38 | Supply and fixing MS ERW Class 'B' distribution header of bore 250 mm having wall thickness 6 mm with permissible tolerance ± 10% conforming to IS-3589, ISI marked 3.0 meter long with welded flanges, MS flanges 20mm thick on both ends close with end plates including provision of 07 nos inlets (3 x 200 mm & 4 x 150mm) from supply side nd 03 nos outlets at distribution side (2 x 250mm & 2 × 200mm) made up MS/GI Pipe with flanged end including painting of complete header with one coat of red oxide primer and two coats of synthetic enamel paint of black colour, complete all as specified and directed by Engr-in-Charge.. |
| 39 | Mounting of header at a height of 1.2 metre above the ground level on PCC pillar of dimension 0.5x0.5x1.8 meter (0.6 meter depth & 1.2 meter height above ground) are as under the followings. |
| 40 | (a) Excavation in trenches n. exc. 1.5 mtr wide and n. exc. 1.5 mtr in depth for laying of GI/CI pipes and getting out in hard / dense soil, complete all as specified and directed by Engr-in-Charge. |
| 41 | (b) Returning filling in and including spreading, levelling,watering and well ramming in layers not exceeding 25 cm, complete all as specified and directed by Engr-in-Charge. |
| 42 | (c) Removing excavated material n. exc. 50m and depositing where directed at a level n. exc. 1.5 m above the starting piont, complete all as specified and directed by Engr-in-Charge. |
| 43 | (d) M&L PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) cement concrete in as in foundation filling of pillar, complete all as specified and directed by Engr-in-Charge. |
| 44 | (e) M&L for RCC foundation, M-25 type (using 20 mm graded aggregates) including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engr-in-Charge. |
| 45 | (f) M&L for RCC Column, M-25 type (using 20 mm graded aggregates), complete all as specified and directed by Engr-in-Charge. |
| 46 | (g) Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed by Engr-in-Charge. Total in Figures 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysSep 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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