Tender For Name Of Work:- Construction Of Recharge Structures Under The Submision Shallow Aquifer Management (Sam 2)
Tender Value
38.08 Lakhs
Estimated cost
Bid Submission
17 Jul 2026
10 days left
EMD
76174
Bank guarantee accepted
Document Fee
1770
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 Name Of Work:- Construction Of Recharge Structures Under The Submision Shallow Aquifer Management (Sam 2)
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.Ordinary rock as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge All kinds of soil as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge |
| 4 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:4.2.2 1:1½:3 (1 Cement: 1½ coarse sand) : 3graded stone aggregate 20 mm nominal size) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for :4.3.2 Retaining walls, return walls, walls (any thickness) including attached pilasters,buttresses, plinth and string courses fillets, kerbs and steps etc. as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge |
| 6 | Providing, fabricating, supplying and erecting mild steel sluice gate of size 2.50 m × 0.40 m for weir structure, fabricated from 8 mm thick M.S. plate stiffened with suitable M.S. angle/channel sections for adequate strength, including M.S. frame, guide channels, spindle rod with hand wheel/hoist arrangement, bearings, anchor bolts, nuts and washers. The item includes providing and fixing neoprene rubber sealing, welding, alignment, erection and proper fixing in position, complete with one coat of red oxide primer and two coats of anti-corrosive paint, including transportation, installation and testing, as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge |
| 7 | Providing and laying of boulder apron laid in wire crates made with 4mm dia. GI wire conforming to IS: 4826 in 100m × 100m mesh (weaved diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 40 kg each as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge |
| 8 | Brick work with common burnt clay F.P. Cement mortar 1:4 (1 cement : 4 coarse sand) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.3 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.1 Mild steel and Medium Tensile steel bars as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.3 Suspended floors, roofs, landings, balconies and access platform as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge |
| 12 | Providing and fixing 15 cm wide, 45 cm overall semicircular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 12.7.1 0.80 mm thick with zinc coating not less than 275 gm/m² as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge |
| 13 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.12.41.2 110 mm diameter as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge |
| 14 | PCC 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge |
| 15 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality19.19.1.1 Rectangular shape 600x450 mm internal dimensions as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge |
| 16 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :18.72.3 200 mm dia Ductile Iron Class K-7 pipes as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge |
| 17 | Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested : as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge |
| 18 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges,fittings & accessories etc. all complete, for all depths, as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge |
| 19 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 20 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 21 | Installation of IEC boards at the sites (Rs 5,000/ Site) x 10 |
| 22 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge. |
| 23 | 15 mm cement plaster on rough side of single or half brick wall of mix13.5.1 1:4 (1 cement: 4 coarse sand) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysJul 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender