Tender For Rejuvenation (Phase-Ii) Of Water Body Having Kh No-83 Of Bakkarwala
Tender Value
1.63 Crore
Estimated cost
Bid Submission
17 Aug 2026
3 days left
EMD
3.26 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 Rejuvenation (Phase-Ii) Of Water Body Having Kh No-83 Of Bakkarwala
BOQ
| Sl. No. | Item Description |
| 1 | Temporary installation of diesel pump(s) set(s) having cumulative capacity of 24KL/H as per requirement and as per direction of Engineer-in-charge for dewatering of water body complete in all respect with cost of services of operating staff, Cost of lubricating oil, diesel, other consumables for running the machinery and disposal of water up to surface drain. |
| 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. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 4 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete 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 : 1:4:8 (1 Cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)). |
| 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 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | 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-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (1 cement : 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 9 | Making bajri path including preparation of sub grade, supplying and laying brick aggregate of 50mm nominal size 7.5 cm deep with binding material consisting of 12 mm moorum and 12 mm red bajri consolidated with road roller. |
| 10 | Providing and laying at or near ground level C&D 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 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 11 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. In cement mortar |
| 12 | Brick work with C&D conforming to IS:12894, class designation 7.5 average compressive strength in Foundation upto plinth level in :Cement mortar 1:4 (1 cement : 4 Coarse sand) |
| 13 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 14 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) |
| 15 | Finishing wall with acrylic smooth exterior paint of required shade: New Work(Two or more coat applied @1.67/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10sqm) |
| 16 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. |
| 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 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) derived from natural sources |
| 19 | 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 20mm nominal size) upto plinth level with : |
| 20 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 21 | Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm 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 |
| 22 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 23 | 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. |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 25 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 26 | Providing and laying of Geosynthetic/Geocell 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. |
| 27 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 28 | Add GST Factor @0.973= 15712983.00 |
| 29 | Add cost index 4.03% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysAug 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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