Tender For Providing Sewerage Scheme To Nagrota Surian, Tehsil Nagrota Surian, District Kangra (H.P.). (Sh: Laying, Jointing, Testing And Commissioning Of Complete Distribution System Of Sewer Network For Zone-Ii, Zone-Iii And Zone-Iv , Construction
Tender Value
10.90 Crore
Estimated cost
Bid Submission
31 Jul 2026
4 days left
EMD
11.65 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kangra → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Sewerage Scheme To Nagrota Surian, Tehsil Nagrota Surian, District Kangra (H.P.). (Sh: Laying, Jointing, Testing And Commissioning Of Complete Distribution System Of Sewer Network For Zone-Ii, Zone-Iii And Zone-Iv , Construction of Rainforced Cement Concrete Manhole Chambers , Construction of Inspection Chambers , Construction of Flushing Tank , Repair Of Pwd Road & Panchyat Footpath Damaged During Laying Sewer Line ).
BOQ
| Sl. No. | Item Description |
| 1 | Re-survey, re-design and realignment of the whole project sewer network of the said sewerage scheme as per the revised STP location, including finalization of the most feasible sewer route, complete in all respects including all leads and lifts, as directed by the Engineer-in-Charge. |
| 2 | Excavation in foundation (trenches for pipes and M/holes) upto all depths in all classification of earth work such as pick work, jumper work, blasting soft/hard rock or chieselling soft/hard rock where blasting is prohibited, cutting of matelled bitumenous roads / pucca pavements i/e saturated soil/ bailing or pumping out water in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting, planking, timbering and dewatering wherever required, stacking the useable and un-usable material/soil separately and after laying, jointing and testing of pipes returning the useable soil to trenches in 15cm (fifteen centimeters)layers including consolidating of each deposited layer by ramming and watering and then disposing of all surplus excavated soil, un-usable materials as directed within all leads and lifts including restoration of Metalled, un-metalled surfaces to its original condition and also including cost of diversion of traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc.complete in all respects within all leads and lifts as per the directions of Engineer-in-charge. |
| 3 | Excavation in earth work and disposal of excavated earth upto a lead of 20 meters and lift upto 1.50 metres, disposal earth to be levelled and neatly dressed in Pick-Jumper work complete in all respects within all leads and lifts as per the directions of Engineer-in-charge. |
| 4 | Providing and laying cement concrete 1:4:8 (1 cement : 4 Sand :8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in:foundation and plinth with in all leads and lifts as per thr direction and satisfaction of Engineer in charge. |
| 5 | Providing and laying cement concrete 1:3:6 (1 cement : 3 Sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in:foundation and plinth with in all leads and lifts as per thr direction and satisfaction of Engineer in charge. |
| 6 | Providing & laying cement concrete using M-30 (Design Mix) but not less than 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :- |
| 7 | In foundation, footings, bases of columns and the like and mass concrete within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. |
| 8 | In Foundation of flushing Tank- 2000 litres |
| 9 | In walls (any thickness) but not less than 0.10 Metre thickness including attached pillasters,buttresses,plinth and string courses etc.from top of foundation upto floor two level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. |
| 10 | In suspended floors, roofs, landing and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. |
| 11 | In Lintels, beams girders bressumers and cantilevers upto floor two level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. |
| 12 | Arches upto floor two level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. |
| 13 | Providing & laying cement concrete using M-25 (Design Mix) but not less than 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :- |
| 14 | In suspended floors, roofs, landing and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. |
| 15 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for in-situ reinforced concrete and plain. |
| 16 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc.up to 200mm in thickness and the like including entire carriage of material within all leads and lifts as per the directions and satisfactions of the Engieer-in-Charge. |
| 17 | In vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like including entire carriage of material within all leads and lifts as per the directions and satisfactions of the Engieer-in-Charge. |
| 18 | Providing form work of ordinary timber plankings so as to give a rough finish including centring, shuttering, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain concrete work in, Arches upto 6 metres span. |
| 19 | Brick work using second class burnt clay building bricks in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand), including raking of joints, curing, scaffolding, and all leads and lifts complete as directed by the Engineer-in-Charge. |
| 20 | Providing and applying 20 mm thick cement plaster in two coats on rough side of brick masonry, concrete or stone masonry walls for interior plastering, including arrises, internal rounded angles, chamfers and rounded angles not exceeding 80 mm in girth, finished even and smooth in cement mortar 1:6 (1 cement : 6 sand), including curing, scaffolding, all tools and plants, complete with all leads and lifts as directed and to the entire satisfaction of the Engineer-in-Charge. |
| 21 | Providing mild steel/ tor steel reinforcement for R.C.C work including bending, binding &placing in position complete upto floor two level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. |
| 22 | Applying cement slurry or cement concrete work within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. |
| 23 | Providing and fixing CI Rugs within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. |
| 24 | Providing & Fixing Pre Cast SFRC Manhole cover having size of 560 mm internal dia (Medium Duty) with in all leads and lifts complete in all respect as per the directions and satisfactions of the Engineer-in-Charge. (Confirming to IS: 12592 (Part-7, 1988) |
| 25 | White washing with lime to give an even shade, two or more coats on new work, including preparation of surface by thoroughly brooming to remove all dirt, dust, mortar droppings and other foreign matter, complete as directed by the Engineer-in-Charge. |
| 26 | Providing and fixing of 3.15mm thick MS sheet Manhole cover 600x600mm (Heavy Duty) with locking arrangment with in all leads and lifts complete in all respect as per the directions and satisfactions of the Engineer-in-Charge. |
| 27 | Laying and jointing, testing in trenches galvanised mild steel tubes light grade screwed and socketed as per IS:1239 including tube fitting such as bends, tees etc. as per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately) |
| 28 | 65mm nominal bore (L.C.) |
| 29 | Providing and fixing sand cast/cast iron spun spigot and socket soil, waste and ventilating pipes (lead caulked joints to be measuremed and paid for separately).with in all leads and lifts complete in all respect as per the directions and satisfactions of the Engineer-in-Charge. |
| 30 | 100 mm dia nominal size. |
| 31 | Providing and fixing Cast Iron Cowl complete in all respect as per the directions and satisfactions of the Engineer-in-Charge. |
| 32 | 100 mm dia nominal size. |
| 33 | Providing and fixing Cast Iron Sluice valve (IS 148846:2000) complete in all respect as per the directions and satisfactions of the Engineer-in-Charge. |
| 34 | 65 mm dia nominal size. |
| 35 | Laying, jointing and testing in trenches to be levelled to grade, centrifugal cement mortar lined ductile iron(spun) pressure pipes confirming to BIS 8329-2000 class K-7,suitable for tyton (push on joints ) including , tees, collars, tapers (if required) crosses, short pieces , tail pieces, plugs of required sizes i/c cutting pieces, chamfering where- ever required (earth work in trenches and cost of joints to be measured and paid for separately) including carriage with in all leads and lifts complete in all respects to the best satisfaction of the Engineer-in-Charge of the following nominal diameters. |
| 36 | 150mm dia |
| 37 | 200mm dia |
| 38 | 250mm dia |
| 39 | Providing , laying , jointing & Testing of HDPE pipe (conforming to IS 14333-2016) in proper position by butt fusion joining procedure in cluding hydraulic testing as per relevant IS Code, complete within all material for joining procedure like butt fusion welding machine with hydraulic jack, top loading clamp etc. pump accessiries for hydraulic testing and all labour as directed by Engineer in charge as conforming to IS-7634 (PartII) 2012 ammended upto date including carriage with in all leads and lifts complete in all respects to the best satisfaction of the Engineer-in-Charge of the following nominal diameters. |
| 40 | 160mm OD of HDPE Pipe (PE 80, PN-8) |
| 41 | Providing and fixing double socket flanged Y Tee 150x150 mm Dia as per IS8329--2900 complete in all respect with in all leads and lifts and as per latest amendments or Edition complete in all respects to the best satisfaction of the Engineer-in-Charge |
| 42 | Providing and fixing DI Plug 150 mm Dia complete in all respect and as per latest amendments or Edition complete in all respects to the best satisfaction of the Engineer-in-Charge |
| 43 | Providing and jointing tyton (Push on joints) to Ductile iron pipe and fitting including testing of the joints, cost of rubber gasket (EDPM quality) conforming to IS 3382 latest edition/ ammendments complete in all respect within all leads and lifts and as per latest ammendments or edition complete in all respects to the best satisfaction of the Engineer-in-Charge |
| 44 | Providing and fixing all socket DI Tee/ Cross as per IS 8329 or letest additional amendments including carriage of material within all leads lifts complete in all respect complete in all respects to the best satisfaction of the Engineer-in-Charge |
| 45 | Repair of PWD Road damaged during laying of Sewer pipe line complete in all respect as per satisfaction and direction of Engineer-In-Charge. |
| 46 | Repair of Panchyat Footpath damaged during laying of Sewer pipe line complete in all respect as per satisfaction and direction of Engineer-In-Charge. Test run. 8 Hours continueously for 7 days Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysJul 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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