Housing Urban and Rular Development Local Bodies Closing in 7 days TDR #57009902

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.

Issued by Local Bodies · Delhi, Delhi
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

Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available

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

Name of Work:- 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.
Sl. No. Item Description
1Surface 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.
2Temporary 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.
3Earth 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
4Filling 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.
5Providing 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)
6Providing 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)
7Brick 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)
812 mm cement plaster of mix :1:6 (1 cement:6 coarse sand)
915 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand )
10Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
11Structural 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.
12Providing 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).
13Providing 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)
14Making 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.
15Providing 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.
16Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
17Providing 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.
18Disposal 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.
19Providing 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
20Manufacturing, 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).
21Random 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)
22Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing.
23Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
24Providing 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
2575 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : moorum
26add GST Correction factor @ 0.973=14393634.00
27Add 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

OUR REF NO 57009902
AUTHORITY Local Bodies
TENDER VALUE 1.49 Crore
LAST DATE 21-08-2026
Authority
Authority Name Delhi Development Authority
Work 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.
Basic Detail
Tender No 11/EE/DPD-I/DDA/2026-27
Bidding Type Tender
Location
City Delhi
State Delhi
Key Dates
Publish Date 13 Aug 2026
Submission Date 21 Aug 2026
Open Date 22 Aug 2026
Finance
Tender Value 1.49 Crore
Tender Fee Ref. Documents
EMD 2.99 Lakhs
Exemption Not Available
Document List
BOQ_968982.xls
f3d7e42b-da9f-475a-843d-4c4f6d72315d.html
nit11.pdf
Tendernotice_1.pdf

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Tender Timeline

Aug 13, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 21, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 7 days
Aug 22, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 8 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_968982.xls

html

f3d7e42b-da9f-475a-843d-4c4f6d72315d.html

pdf

nit11.pdf

pdf

Tendernotice_1.pdf

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