Tender For Repairs/Cleaning Of Sewage Line/Septic Tank, Soakage Well, Manholes At Various Units At Kargil Under Ge Kargil
Tender Value
14.99 Lakhs
Estimated cost
Bid Submission
29 Aug 2026
6 days left
EMD
29980
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kargil → Jammu And Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repairs/Cleaning Of Sewage Line/Septic Tank, Soakage Well, Manholes At Various Units At Kargil Under Ge Kargil
BOQ
| Sl. No. | Item Description |
| 1 | Dewatering and cleaning of septic tank, incl removing sludge with water, waste material from tanks/pits and depositing off the material to a distance nexc 500 mtrs and burrying in pits and filling pits with earthwork complete all as specified and directed by Engineer-in-charge.Note:- Unit rate quoted will include the rate of labour/ machines for making pits for disposal of sludge. |
| 2 | Dewatering and cleaning of soakage well/ Soakage pits, and depositing off the material to a distance n.exc. 500 mtrs and burying in pits and filling pits with earthwork complete all as specified and directed by Engineer-in-charge.Note:- Unit rate quoted will include the rate of labour/ machines for making pits for disposal of sludge. |
| 3 | M&L for dewatering & cleaning of soakage well & septic tank using honey sucker/Sludge sucker machine carring capacity 3000ltr and dispose off material outside MOD land complete all as specified and directed by Engineer-in-charge. |
| 4 | M&L for cleaning of sewage lines and blockage by roding using bamboo split or by mechanical means from manholes to manholes, Nahni traps to gully traps, gully trap to manholes together with vertical stack pipes (where ordered) cleaning eye to gully trap and taking out all debris, sludge or any solid / foreign materials from sewage line and removing the debris/sludge from site and flushing with water & testing after cleaning of complete for pipe line of dia 100mm/150mm/200mm complete all as specified and directed by Engineer-in-charge. |
| 5 | M&L for cleaning of blockage/filled of any type and cleaning of frozen water and accumulated sludge by heating method with blow lamps or any other method and roding the cast iron pipes 100mm bore/SGSW pipe 150mm bore upto soakage well without damaging the WC and pipe and making WC functional complete all as specified and directed by Engineer-in-charge. |
| 6 | Demolition of cement concrete (unreinforced) of any description and in any position complete all as specified and directed by Engineer-in-charge. |
| 7 | Demolition of cement concrete (reinforced) of any description and in any position complete all as specified and directed by Engineer-in-charge. |
| 8 | Dismantling of Stone slabs and tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar complete all as specified and directed by Engineer-in-charge. |
| 9 | M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundations, mass filling, sub base and the like complete all as specified and directed by Engineer-in-charge. |
| 10 | M&L for 40mm thick PCC type B-1, 1:2:4 (20mm graded aggregate) as in Flooring or similar works complete all as specified and directed by Engineer-in-charge. |
| 11 | M&L for chequered cement concrete tiles 300x300x 25mm thick, with grey cement & pigments, set, jointed and pointed in neat cement slurry in floors including 15 thick screed bed in CM (1:6) complete all as specified and directed by Engineer-in-charge. |
| 12 | Demolition of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars,etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed by Engineer-in-charge. |
| 13 | M&L for Pre-cast cement concrete type C-1 block masonry with solid blocks 1:3:6 (using 20mm graded crushed stone aggregate) exc 10cm in width and setting in CM 1:6 complete all as specified and directed by Engineer-in-charge. |
| 14 | M&L for Walling of random rubble, uncoursed, well bonded, laid dry in retaining walls, abutments and similar work complete all as specified and directed by Engineer-in-charge. |
| 15 | M&L for stone masonry walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, bulit in cement mortar 1:4 complete all as specified and directed by Engineer-in-charge. |
| 16 | Excavation in trenches not exceeding 1.5M wide and not exceeding 1.5M deep for foundations etc or for shafts cespits, manholes etc not exceeding 10Sqm on plan and getting out in hard/dense soil complete all as specified and as directed by Engr-in-Charge. |
| 17 | Excavation over areas n.exc 1.5 m depth in hard/dense soil and getting out complete all as specified and directed by Engineer-in-charge. |
| 18 | All As item No.17 above but for exc 1.5 m depth nt exc 3 m depth complete all as specified and directed by Engineer-in-charge. |
| 19 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm complete all as specified and directed by Engineer-in-charge. |
| 20 | Removing excavated material exc 250m but nexc 500m and depositing where directed complete all as specified and directed by Engineer-in-charge. |
| 21 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick complete all as specified and directed by Engineer-in-charge. |
| 22 | Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar works complete all as specified and directed by Engineer-in-charge. |
| 23 | M&L for Reinforced cement concrete Type B0 1:2:4 (12.5mm graded aggregates) in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer-in-charge. |
| 24 | M&L for Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, ending 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 Engineer-in-charge. |
| 25 | M&L for PCC 1:2:4 type B-1 (using 20mm graded stone aggregates ) as in coping or similar works complete all as specified and directed by Engineer-in-charge. |
| 26 | Taking down cement plaster on brick or stone walls, etc. including raking outjoints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-charge. |
| 27 | M&L for rendering 15mm thick in CM (1:4) finished even & fair without using extra cement on brick/concrete surfaces complete all as specified and directed by Engineer-in-charge. |
| 28 | M&L for two coats of cement based paint on newly plastered surfaces of walls including preparation of surfaces complete all as specified and directed by Engineer-in-charge. |
| 29 | Taking down PVC pipe, eaves and gutters (any size or pattern) including all fittings, heads, shoes, bends, swan-necks, etc including cleaning for refixing or removal to store (measured overall as fixed along the centre line over fittings and accessories) complete all as specified and directed by Engineer-in-charge. |
| 30 | S&F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints laid in trenches or in floors complete all as specified and directed by Engineer-in-charge. |
| 31 | M&L for 100mm thick concrete bed to drain pipes in PCC (1:4:8) type D-2 (using 40mm graded crushed stone aggregate) including packing under and haunching against the sides of pipe after laid and tested for 150 mm bore, complete all as specified and directed by Engr-in-Charge. |
| 32 | S&F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed by Engineer-in-charge. |
| 33 | S&F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and directed by Engineer-in-charge. |
| 34 | S&F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and directed by Engineer-in-charge. |
| 35 | S&F 110mm bore PVC (SWR) bends any radius complete all as specified and directed by Engineer-in-charge. |
| 36 | S&F 75mm bore PVC (SWR) bends any radius complete all as specified and directed by Engineer-in-charge. |
| 37 | S&F 110mm bore PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed by Engineer-in-charge. |
| 38 | S&F 75mm bore PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed by Engr-in-charge. |
| 39 | S&F in repair 75mm PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and directed by Engr-in-charge. |
| 40 | S&F in repairs 15mm bore Bib tap standard of PTMT any colour high pressure screwed for iron pipe and fixed. (Minimum weight 15mm-90gms/20mm 125g) complete all as specified and directed by Engr-in-charge. |
| 41 | S&F in repairs 20mm PP-R Gate valves (brass insert) as per requirement of the site complete all as specified and directed by Engr-in-charge. |
| 42 | S&F in repair one piece EWC with soft closing seat cover and fittings complete, 710x370x745mm, modern curvy design with flushing efficiency 3.90/2.10 LPF complete, the shade of EWC to be approved by Engr in Charge, complete all as specified and directed. |
| 43 | S&F in repair Health faucet (ABS Body) mild steel chromium plated suitable for 15mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position complete all as specified and directed by Engr-in-charge. |
| 44 | Dismantling PVC water tanks of capacity exc 250ltr but nexc 500 ltr and removing to store complete all as specified and directed by Engr-in-charge. |
| 45 | Dismantling PVC water tanks of capacity exc 500 but n exc 1000 ltr and removing to store complete all as specified and directed by Engr-in-charge. |
| 46 | S&F 500ltr capacity rotationally moulded polythene water storage tanks (cylindrical vertical with closed top) multilayers layers of approved make hoisted & fixed at position complete all as specified and directed by Engr-in-charge. |
| 47 | S&F 1000ltr capacity rotationally moulded polythene water storage tanks (cylindrical vertical with closed top) multilayers layers of approved make hoisted & fixed at position complete all as specified and directed by Engr-in-charge. |
| 48 | S&F in repair stainless steel squatting pan of pattern \\"long pan\\" size 580x440mm with 'P' or 'S' trap, front or back inlet and foot rests, any pattern (excluding flushing cistern and flushing pipe) complete all as specified and directed by Engr-in-charge. |
| 49 | S&F in repairs 10ltr capacity, PVC valveless, syphonic action type, flushing cistern, low level, with inlet, ball valve, float and handle including brackets including necessary connections to pipes, etc complete all as specified and directed by Engr-in-Charge. |
| 50 | S&F in repairs vitreous china wash basin, flat back, of size 550x400mm including, brackets, CP brass waste fitting and cutting for & pinning in ends of brackets or errecting stand but excluding taps, chain and plug etc complete all as specified and directed by Engr-in-charge. |
| 51 | S&F in repair 15mm bore Pillar taps cast copper ally, with capstain head, fancy type, chromium plated, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and flynuts, screwed for iron pipe and fixed complete all as specified and directed by Engr-in-charge. |
| 52 | S&F in repair 450mm long PVC connection 15mm bore with PTMT nuts complete all as specified and directed by Engr-in-charge. |
| 53 | Note : Deduction for amount of Rs. 27,020.00 as listed in Schedule 'A' Part-II (Schedule of Credit) shall be made while awarding of contract. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysAug 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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