Public Administrative Department Government Departments Closing in 13 days TDR #58389539

Tender For Work Of Beautification And Installation Of Statue Of Ambedkar Ji Park In Gram Sabha Hardaspur, Neardih, Development Block Cholapur.

Issued by Government Departments · Varanasi, Uttar Pradesh
Tender Value
8.47 Lakhs
Estimated cost
Bid Submission
20 Nov 2026
13 days left
EMD
16940
Bank guarantee accepted
Document Fee
766
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Varanasi → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Work Of Beautification And Installation Of Statue Of Ambedkar Ji Park In Gram Sabha Hardaspur, Neardih, Development Block Cholapur.

BOQ

Name of Work:- GRAM SABHA HARDASIPUR, NIYARDIH, VIKAS KHAND CHOLAPUR ME AMBEDAKAR JI PARK KA SUNDARIKARAN V MURTI STHAPANA KA KARYA
Sl. No. Item Description
1Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete,As per DSR:Vol.1:2023 item 2.25A
21:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
312 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) as per DSR:(Vol.-1):2023 Item 13.1.2
4Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. DSR 11.55.1
5Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per DSR:(Vol.-2):2023 Item 13.80
6Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade on New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 Ltr/10 sqm):. as per DSR:(Vol.-2):2023 13.47.1
7Providing and fixing on wall face unplasticised 110mm dia 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 as per DSR:(Vol.-2):2023 12.41.2
8Providing and fixing on wall face unplasticised - PVC moulded 110mm Coupler fittings/ accessories for 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 as per DSR:(Vol.-1):2023 12.42.1.2
9Providing and fixing unplasticised -PVC 110mm pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete as per DSR:(Vol.-1):2023 12.43.2
10Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil DSR 2.8.1
11Providing 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 coarse sand : 8 graded stone aggregate 40 mm nominal size) DSR 4.1.8
12Providing 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 :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 5.1.2
13Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 5.2.2
14Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR 5.3
15Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22.6
16Brick Work with common burnt clay ( non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 ( 1 cement : 6 coarse sand) DSR 6.1.2
17Brick Work with common burnt clay ( non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 ( 1 cement : 6 coarse sand) DSR 6.4.2
18Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1
19Columns, Pillars, Piers, Abutments, Posts and Struts DSR 5.9.6
20Lintels, beams, plinth beams, girders, bressumers and cantilevers DSR 5.9.5
21Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove code-13.73.1
22Steel 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 10.25.2
23S/F of Informatory Signboard at site Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58389539
AUTHORITY Government Departments
TENDER VALUE 8.47 Lakhs
LAST DATE 20-11-2026
Authority
Authority Name Rural Engineering Department
Work Description Tender for Work Of Beautification And Installation Of Statue Of Ambedkar Ji Park In Gram Sabha Hardaspur, Neardih, Development Block Cholapur.
Basic Detail
Tender No 2494 date 08-10-2026
Bidding Type Tender
Location
City Varanasi
State Uttar Pradesh
Key Dates
Publish Date 05 Nov 2026
Submission Date 20 Nov 2026
Open Date 20 Nov 2026
Finance
Tender Value 8.47 Lakhs
Tender Fee 766
EMD 16940
Exemption Available
Document List
9184ca64-9feb-46c7-a5bd-7e95f0dde03d.html
BOQ_2283774.xls
sbd.pdf
Tendernotice_1.pdf

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Tender Timeline

Nov 05, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 20, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 13 days
Nov 20, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 13 days

Tender Documents

Download All (ZIP) ↓
html

9184ca64-9feb-46c7-a5bd-7e95f0dde03d.html

xls

BOQ_2283774.xls

pdf

sbd.pdf

pdf

Tendernotice_1.pdf

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