Agriculture Government Departments Closing in 15 days TDR #57544736

Tender For Construction Of (02 Nos) Weigh Bridge Room At Nmy Unnao.

Issued by Government Departments · Unnao, Uttar Pradesh
Tender Value
Ref. Documents
Estimated cost
Bid Submission
06 Oct 2026
15 days left
EMD
67000
Bank guarantee accepted
Document Fee
1652
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of (02 Nos) Weigh Bridge Room At Nmy Unnao.

BOQ

Name of Work:- Construction of (02 Nos) weigh bridge Room at NMY UNNAO.
Sl. No. Item Description
1Excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5M and lead up to 60M. and including filling, watering and ramming of the excavated earth into the trenches or into the space between the building and the sides of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I upto a distance of 60M. from the foundation trenches.(SI NO 251)
2Providing and Laying cement concrete 1:6:12 graded Brick ballast (including supply of all materials, labour T & P rtc required for proper completion of the work and curing completion of the work and curing complete also including cost of fromwork in foundation & floors.
3M-150 class brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work. . (SI NO 303)
4R.C.C. work with cement approved coarse sand and 2 cm. (3/4\\") gauge approved stone grit in the proportion 1:2:4 (1 cement: 2 coarse sand: 4 aggregate) in raft excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG binding wire and necessary centering and shuttering etc. and also including supply of all materials labour and tools and plants etc. required for proper completion of the work. Strength of the concrete shall not be less than M-150 as per direction of Engineer-in-charge.(S.I,.No.287)
5R.C.C. work with cement, approved coarse sand and 2cm (3/4\\") gauge approved stone grit in the proportion of 1:1.5:3 in Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G. G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. required for proper completion of the work. . (SI NO 289)
6R.C.C. work with cement, approved coarse sand and 2cm (3/4\\") gauge approved stone grit in the proportion of 1:2:4 in beam excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G. G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. required for proper completion of the work. . (SI NO 283)
7M-150 class brick work in 1:6 cement and coarse sand1(.25 FM) mortar in super structure in one brick thick wall, including necessary cutting and moulding of bricks as required and also including honey comb brick work including supply of all materials, labour and T&P etc. required for proper completion of the work. . (SI NO 303+309+310)
8Filling of carted earth in trenches, plinth and sides of foundation etc. in lavers not exceeding 20cm. in depth consolidating each deposited layer by ramming & watering and dressing and including cartage of earth upto 5.00km and all taxes required for proper completion of the work. . (AOR)
9Sand filling in plinth and under floors including watering, ramming, consolidating and dressing complete including supply of all materials, labour and T&P etc. required for proper completion of work. . ((SI NO255+ Mat.sl no 19)
1040 mm thick cement concrete flooring 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate of size 12.5 mm and below) laid over base concrete and finished with floating coat of neat cement with 08 cm thick base concrete 1;6:12 including fixing of glass strips. (Excluding cost of glass strips) (SI. NBO 14.68)
11Providing and fixing glass strips 3.8-4.7mm thick and 22mm wide in joints of floors(SI Sl. no 6 g
1220 mm cement plaster in dado and skirting 1:2consisting of one part of cement and 2 part of approved course sand laid in pannels,finished with 3 mm floating coat of neat cement or cement and marble dust in ratio 5:1 including supply of all materials, labour and T&P etc. required for proper completion of work (DSR NO.13.9.2)
13R.C.C. work with cement, approved coarse sand and 2cm (3/4\\") gauge approved stone grit in the proportion of 1:2:4 in SLAB having span upto 6.0 mtr. excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G. G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. required for proper completion of the work. . (SI NO 284)
14Mild steel or iron in plain work such as reinforced cement concrete or reinforced brick work (when not included in an overall rates), wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage, bends, hooks and authorized overlapping shall be measured upto floor two level. (SI NO 504)
15Providing and fixing of 1 mm. thick MS Sheet doors with frame of 40x40x6 mm angle iron and 3 mm MS gusset plates at the junction and corner all necessary fittings including applying a priming coat of approved steel primer using flate 30x6 mm for diagonal braces and central cross piece. (SI. No. 10.5.2)
16Supply and fixing of panes of glass with Atul or equivalent I.S.I. marked quality putty brands and spring complete.thickness 4.0 mm. thick.(DAR 14.5.1)
17Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods gratings etc. (When not included in an overall rates) wrought to required form including supply of steel and its wastage including cost of bolts nuts if required for and welding grinding and making holes as required for proper completion of work. (S.I.No. 502)
18Supply and fixing of Mild steel Z section openable window and grill with masquto steel jail and beading handel, stay, tower bolt etc and including supply of all materials, labour and T&P etc. required for proper completion of work. SI NO 502iii)
19M-150 class brick work in 1:4 cement and coarse sand1(.25 FM) mortar in super structure in half brick thick wall, including necessary cutting and moulding of bricks as required and also including honey comb brick work including supply of all materials, labour and T&P etc. required for proper completion of the work. . (SI NO 305+309+310+310 a)
20Providing and fixing 1st quality Vitrified floor tiles (size 600x600 mm) conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.11.49.2
2112mm thick cement plaster 1:4 cement and coarse sand( FM 1.25) mortar over brickwork including supply of all materials, labour and T&P et. required for proper completion of work. (SI NBO 17.59 ii )
22Finishing walls with Acrylic smooth exterior paint required shade :New work (Two or more coat applied @ 1.67 Ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 Kg/10 sqm) [Ace,Adv,walmasta] Asian,Berger. (DSR 13.46.1)
23Painting two coats over priming coat on new steel or wood surface including priming coat with red oxide superior synthetic enamel such as berger asian neroluc LUXOL 3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter, sand papering and stopping including cost of all materials labour tools and plants etc. required for proper completion of the work. . (SI NBO 19.4+19.3+642)
24Providing and laying brick bat coba water proofing treatment with minimum thickness of 75mm at Khurra and minimum top slope of 1 in 80 over the existing cleaned R.C.C. roof slab spread with acrylic polymer cement slurry (mixed with acrylic polymer water proofing compounds) laid over the prepared surface a layer of 100mm thick (minimum-ave.) brick bat coba laid over the mortar layer to get required gradient for adequate drainage. The voids between brick bats are to be kept between 15mm to 20mm wide. These joint are to be filled with acrylic cement, finished with 20mm thick acrylic cement mortar 1:4 (1 cement: 4 coarse sand) including giving guarantee of 10 years. Written guarantee on stamp paper testing etc. all complete as per specification, drawing and instructions of engineer-in-charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57544736
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 06-10-2026
Authority
Authority Name Rajya Krishi Utpadan Mandi Parishad
Work Description Tender for Construction Of (02 Nos) Weigh Bridge Room At Nmy Unnao.
Basic Detail
Tender No N.K./Lko/E-Nivida/2026-1820 Dated 14.09.2026
Bidding Type Tender
Location
City Unnao
State Uttar Pradesh
Key Dates
Publish Date 16 Sep 2026
Submission Date 06 Oct 2026
Open Date 06 Oct 2026
Finance
Tender Value Ref. Documents
Tender Fee 1652
EMD 67000
Exemption Not Available
Document List
30cff1b1-339c-4497-af5b-bd69a847f074.html
BOQ_2233596.xls
Tendernotice_1.pdf
Tendernotice_2 (16).pdf

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Tender Timeline

Sep 16, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 06, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 15 days
Oct 06, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 15 days

Tender Documents

Download All (ZIP) ↓
html

30cff1b1-339c-4497-af5b-bd69a847f074.html

xls

BOQ_2233596.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2 (16).pdf

Disclaimer

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