Tender For Providing Sewerage Scheme For Amb Town, Tehsil Amb, District Una, Himachal Pradesh (Sh: Construction Of 1.20 Mld Sewage Treatment Plant (Stp), Sewerage Network, And Allied Civil Works) (Under Used Water Management Component Under Sbm(U) 2.
Tender Value
3.93 Crore
Estimated cost
Bid Submission
14 Jul 2026
2 days left
EMD
4.68 Lakhs
Bank guarantee accepted
Document Fee
7000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Una → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Sewerage Scheme For Amb Town, Tehsil Amb, District Una, Himachal Pradesh (Sh: Construction Of 1.20 Mld Sewage Treatment Plant (Stp), Sewerage Network, And Allied Civil Works) (Under Used Water Management Component Under Sbm(U) 2.0).
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of soft/hard rock , where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material/soil seperataly and after laying, jointing and testing of pipes, returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. |
| 2 | Providing, Laying, jointing and testing in trenches centrifugally cast (spun) ductile iron pipes conforming to BIS 8329-2000 (latest with up to date amendments) in a length of 5.50 meters of following class and diameter with cement mortor lining in side duty ISI marked including cost of Tyton (push or joints) fittings including testing of joints and rubber gasket (SBR quality) conforming to IS-92820-1989 (Earth work in trenches to be measured and paid for separetely ) |
| 3 | 150 mm dia K7 |
| 4 | 250 mm dia K7 |
| 5 | Providing and laying cement concrete 1: 4:8 ( 1Cement : 4 Sand : 8 graded stone agg. 40 mm nominal size ) and curing complete excluding cost of form work in foundation and plinth. |
| 6 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fairfinish I/c centring , shuttering , strutting and proping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4m and removal of the same for insitu- reinforced concrete & plain concrete work in :- |
| 7 | Vertical surfaces such as walls (any thickness), partitions and the like including attached pillasters, buttress,plinthand string courses and the like. |
| 8 | Flat surfaces such as soffits and suspended floors, roofs landings and the like floors etc. up to 200 mm in thickness. |
| 9 | c) Edges of slab and breaks in floors and walls under 20 cm wide. |
| 10 | Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in: |
| 11 | Foundations and Plinth in all leads and lifts. |
| 12 | wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level. |
| 13 | Providing and laying cement concrete 1:2:4 ( 1Cement : 2 Sand : 4 graded stone agg. 20 mm nominal size ) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in suspended floor roofs, landing & shelves and their support balconies, beams, girders,bressumers and contilver upto floor two level. |
| 14 | Providing tor steel reinforcement for RCC work including bending , binding & placing in poistion complete upto floor two level. |
| 15 | Providing and Fixing cast iron rungs 200 mm wide with chequered of ribbed non slip surface including fixing in manhole with 200x200x100 mm cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 20mm nominal size) |
| 16 | Providing & fixing precast concrete manhole cover & frame conforming to IS-12593-1988,part-I and IS 12592-1991, part-II, 500mm diameter , medium duty. |
| 17 | Testing of man holes chamber |
| 18 | Design, Construction and commissioning of sewage treatment plant of 1.2 MLD capacity, Main pumping station based on Sequencing Batch Reactor (S.B.R.) sewage treatment technology complete in all respect. The cost shall include all components viz civil work, Mechanical and electrical equipment, Site evelopment , interconnecting laying, jointing and testing of D.I. pipe as per design dia with class k-7 for main trunk sewer line, C/O wet well , pump house , boundary wall complete with all other allied works. The Characteristics of raw sewage are BOD = 375 MG/L and SS=750 MG /L and characteristic of treated sewage shall be PH=6.5 - 9.0 BOD <_ 10mg/l , cod <_ 50mg/l tss <_ 20mg/l NH4-N<_5MG/L, N Total <_ 10mg/L, & Fecal cliform (MNP/100 ML) < 100. The cost shall include the construction of all the components owing to scope of work, design parameters, terms and condition, technical specification including all other works as per manual on sewerage & sewage, treatment published by CHPEEO Ministry of Urban Development, New Delhi (Latest) and as per relevant IS code. |
| 19 | Dismentlling of PWD/NH Road metalled/Terred road where PCC drain damage during trenching. |
| 20 | Dismentlling /Restoration of NAC paver block road |
| 21 | Manufacturing supplying and fixing of 1000 Ltr capacity ( having size 1.00X 1.00X 1.00 mtr) MS flushing tank making with MS sheet 3.15 mm thick cost including inlet and outlet flanged pipes with sluice valve and flushing pipe. The cost of tank should be include all cutting , welding , carriage and assembling etc. complete with the entire satisfaction of engineer-in-charge. |
| 22 | Providing laying, D.I Y connection class K7 jointed with S.B.R Tyton push on joints of 150 mm dia |
| 23 | Providing laying,plug class K7 jointed with S.B.R Tyton push on joints of 150 mm dia |
| 24 | Providing laying , HDPE pipe PE 80 PN4 pipe for house hold sewerage connection including all kind of fitting. |
| 25 | 110 mm dia ( Class PE 80 PN 4.0) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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