Tender For special Repair To Sewage Line, Septic Tank, Soakage Well And Other Allied B/R Works In Jcos And Ors Md Accn At Ks Vihar In Akhnoor Mil Stn.
Tender Value
46.60 Lakhs
Estimated cost
Bid Submission
01 Sep 2026
9 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
Jammu → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for special Repair To Sewage Line, Septic Tank, Soakage Well And Other Allied B/R Works In Jcos And Ors Md Accn At Ks Vihar In Akhnoor Mil Stn.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in trenches, not exceeding 1.50m wide and not exceeding 1.50m in depth; for foundation or for laying of pipe etc., not exceeding 10 Sqm on plan and not exceeding 1.50mtr in depth and getting out, in any type of soil, complete all as specified and as directed by Engineer-in-Charge. |
| 2 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) of 150mm/200mm internal dia, set in cement mortar, complete all as specified and as directed by Engineer-in-Charge. |
| 3 | M&L for plain cement concrete M-10 (1:3:6), type C-2 (using 40mm crushed stone aggregates) as in concrete bed to drain pipes of 200mm bore including packing under, and haunching against the sides of pipes after they are laid and tested; after laying, complete all as specified and as directed by Engineer-in-Charge. |
| 4 | M&L for plain cement concrete M-10 (1:3:6), type C-2 (using 40mm crushed stone aggregates) as in concrete bed to drain pipes of 150mm bore including packing under, and haunching against the sides of pipes after they are laid and tested; after laying, complete all as specified and as directed by Engineer-in-Charge. |
| 5 | M&L for reinforcement cement concrete NP2 drain pipes, internal 200mm laid in trenches and jointed with collars in cement mortar 1:1, complete all as specified and as directed by Engineer-in-Charge. |
| 6 | Salt-glazed stoneware drain pipes, Grade 'A' internal 150mm, laid in trenches and jointed in cement mortar 1:1, complete all as specified and as directed by Engineer-in-Charge. |
| 7 | Returning, filling in, including spreading, levelling , watering and well ramming of earth in layers not exc 25 cm, complete all as specified and as directed by Engineer-in-Charge. |
| 8 | Removing excavated material to a distance not exc. 50 mtr and depositing where directed at a level not exc. 1.5mtr above the starting point, complete all as specified and as directed by Engineer-in-Charge. |
| 9 | Excavating over areas n.exc. 1.5m deep and getting out in any type of soil, complete all specified and directed. |
| 10 | Excavating over areas exc. 1.5m, n.exc.3m deep and getting out in any type of soil, complete all specified and directed. |
| 11 | M&L for plain cement concrete C-2, 1:3:6, using 40mm graded crushed stone aggregate, as mass concrete in foundation, complete all as specified and as directed . |
| 12 | Loose filling with broken bricks aggregates of gauge 80 to 150mm as in soakage pits, soakage wells, complete all as specified and as directed. |
| 13 | 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 as directed. |
| 14 | M&L for brick work with sub class 'B' bricks old size straight or curved in plan exc 6m mean radius built in cement mortar 1:4, complete all as specified and directed. |
| 15 | M&L for brick work with sub class 'B' bricks old size straight or curved in plane exc. 6m mean radius built in cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge. |
| 16 | M&L for brick work with sub class 'B' bricks, straight or curved on plan to any radius in half brick thick walls but in cement mortar 1:4, complete all as specified and as directed by Engineer-in-Charge. |
| 17 | M&L for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces, finished even & smooth without using extra cement, complete all specified and directed. |
| 18 | M&L for demolition of cement concrete (reinforced) in any position and location and including cleaning, removal and disposal of rubbish/ waste materials from premises, complete all as specified and as directed. |
| 19 | M&L for reinforcement cement concrete M-25 (Design Mix) type B1, 1:2:4 (20 mm crushed stone aggregatge) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like etc., complete all as specified and directed. |
| 20 | M&L for precast reinforced cement concrete M-25, (Design Mix), type B-1, 1:2:4 (using 20mm graded crushed stone aggregate), nominal mix, as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs and similar articles with plain faces as specified in clause No- 4.11.16 of SSR Part-I (2009), set in cement mortar 1:4, complete all as specified and as directed by Engineer-in-Charge. |
| 21 | S&F for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia.,complete all as specified and as directed. |
| 22 | S&F for TMT bars 6 to 8 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia.,complete all as specified and as directed. |
| 23 | M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar works, not exceeding 200m thick (horizontal or sloping), complete all as specified and as directed. |
| 24 | Removing the existing cover slab from manhole of internal dimensions 1.20m(L) x 1.20m(B) and depth n.exc.2.50m, taking out entire sludge/sludge water including foreign materials from manhole and flushing with water till clear flow of water is observed, refixing the manhole cover, removing the sludge to a distance n.exc 50m and burring the entire sludge in excavated pit of suitable size and covering the pit with earth and bleaching posder @ 0.15kg per sqm of pit, spreading levelling the surplus earth along side of the pit, complete all as specified and as directed. |
| 25 | Cutting into existing manholes for connecting new drains, pipe of size 150 mm dia pipe making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4), type B-1, smooth finished and reforming benching as required, complete all as specified and directed by Engineer-in-Charge. |
| 26 | Cutting into existing manholes for connecting new drains, pipe of size 200 mm dia pipe making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4), type B-1, smooth finished and reforming benching as required, complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysSep 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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