Tender For Conservation Of Water Bodiessub Head- Rejuvenation Of Water Body Of Hastsal Village Kh No. 55/13,55/14/1,55/16/55/17,55/18.
Tender Value
1.49 Crore
Estimated cost
Bid Submission
21 Aug 2026
7 days left
EMD
2.99 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Conservation Of Water Bodiessub Head- Rejuvenation Of Water Body Of Hastsal Village Kh No. 55/13,55/14/1,55/16/55/17,55/18.
BOQ
| Sl. No. | Item Description |
| 1 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 and lift up to 1.5 m with the help of JCB. |
| 2 | Temporary installation of diesel pump(s) set(s) having cumulative capacity of 64KL/H as per requirement and as per direction of Engineer-in-charge for dewatering of water body complete in all respect with cost of service of operating staff, Cost of lubricating oil, diesel, other consumables for running the machinery and disposal of water up to surface drain. |
| 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 for all lift, as directed by Engineer-in-charge. All kinds of soil |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 coarse sand (zone-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | 12 mm cement plaster of mix :1:6 (1 cement:6 coarse sand) |
| 9 | 15 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand ) |
| 10 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 11 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 12 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 13 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) |
| 14 | Making bajri path including preparation of subgrade, supplying and laying brick aggregate of 50 mm nominal size 7.5 cm deep with blinding material consisting of 12 mm moorum and 12 mm red bajri consolidated with road roller. |
| 15 | Providing and laying of Geosynthetic Fibre geocells Sheet of honeycombing design type having minimum 20 cm Providing and laying of Geosynthetic Fibre Sheet of honeycombing design type having minimum 20 cm width for soil erosion control on embankment slopes, including preparation of surface, laying in position with proper overlapping, fixing and anchoring using mechanical anchoring system (such as galvanized steel pins/anchor bolts) at required spacing, anchoring at crest and toe of slope, complete as per manufacturer’s specification and direction of Engineer-in-Charge. width for soil erosion control on embankment slopes, including preparation of surface, laying in position with proper overlapping, fixing and anchoring using mechanical anchoring system (such as galvanized steel pins/anchor bolts) at required spacing, anchoring at crest and toe of slope, complete as per manufacturer’s specification and direction of Engineer-in-Charge. |
| 16 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 17 | Providing and fixing hand rest bench : each bench consists of 2 nos. L-shape base support in cement color (thickness-80mm, back height-890 mm, front height-450 mm and base width-690 mm) and 1 nos. reinforced concrete plank in red colour of size 1500mm x 400mm x 50mm, and one no. of reinforced concrete plank in red colour of size 1500mm x 425 mm x 50mm, overall dimensions: Seating length of the bench-1500mm, seating height of the bench-450mm, Total height of the Bench-890mm, manufactured by using M-30 grade of concrete using vibro compaction process. reinforced suitably to promote long use and to prevent damage during handling, transporation & erection. all parts are joined together with galvanized nuts and bolts of suitable size and all bolts are sealed after assembly. Bench top and back planks are treated with special anti-corrosive, water proof coating so as to make surface glossy and water proof. |
| 18 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 20 km for all lifts, complete as per directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. |
| 19 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe |
| 20 | Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 4 mm thick aluminium Composite Material (ACM) sheet face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). |
| 21 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 22 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing. |
| 23 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 24 | Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand (zone-lll) : 4 graded stone aggregate 6 mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 40 mm thick mm thick |
| 25 | 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : moorum |
| 26 | add GST Correction factor @ 0.973=14393634.00 |
| 27 | Add Cost Index @ 4.03 % Except item no -15&17 Note :1. The excavated malba/silt/earth shall be disposed of at a Government-approved C&D waste processing plant. Reimbursement to the agency towards the cost of processing/disposal shall be made only upon production of the original receipt/voucher issued by the concerned C&D waste processing plant Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysAug 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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