Public Administrative Department Local Bodies Closing in 0 days TDR #50401751

Tender For Tin Shade Work In Damodar Gowsala (For Animal Feed), Newai.

Issued by Local Bodies · niwai, Rajasthan
Tender Value
24.98 Lakhs
Estimated cost
Bid Submission
11 Aug 2025
0 days left
EMD
49960
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender For Tin Shade Work In Damodar Gowsala (For Animal Feed), Newai.

BOQ

Name of Work :- 14/Tin shade work in Damodar Gowsala (For Animal Feed), Newai.
Sl. No. Item Description
1WORKS
2Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m
3Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size).
4Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand)
5Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars
6Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :
7Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
8Brick work with bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6
9Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 1:6 (1 cement : 4 fine/ coarse sand)
10Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . 50mm thick
11Neat cement punning
12Stone slab roofing on ground floor with fine grained stone slab 90mm average thickness from approved quarry including filling of joints slab in cement sand mortar 1:4 with ceiling pointing in cement sand mortar 1 : 3 complete as per specification for span: Up to 2.00 metre.
13Providing & Fixing in position, MS fabrication work using angles, sqrtubes, c channels etc for various partition frame as per Design &Instructions & Complete in all aspects . including all materials labour,finishing etc complete
14Providing corrugated G.S. sheet roofing including vertical/ curvedsurface fixed with polymer coated J or L hooks, bolts and nuts 8 mmdiameter with bitumen and G.I. limpet washers or with G.I. limpetwashers filled with white lead and including a coat of approved steelprimer and two coats of approved paint on overlapping of sheetscomplete upto any pitch in horizontal/ vertical or curved surfaces)excluding the cost of purlins, rafters and trusses and includingcutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275gm/m²
15Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete. 0.63mm thick with zinc coating not less than 275gm/m²
16Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
17Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).
18Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution.
19Steel 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.
20Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing BY MIX IN PLACE METHOD with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grading - III Material
21Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid manually, compacting with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
22Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20

AI Tender Summary

OUR REF NO 50401751
AUTHORITY Local Bodies
TENDER VALUE 24.98 Lakhs
LAST DATE 11-08-2025
Authority
Authority Name Department Of Local Bodies
Work Description Tender For Tin Shade Work In Damodar Gowsala (For Animal Feed), Newai.
Basic Detail
Tender No Nit 20/2025-26 Newai
Bidding Type Tender
Location
City niwai
State Rajasthan
Key Dates
Publish Date 28 Jul 2025
Submission Date 11 Aug 2025
Open Date 12 Aug 2025
Finance
Tender Value 24.98 Lakhs
Tender Fee 500
EMD 49960
Exemption Available
Document List
ca1516dd-0630-42ce-add0-21db9c2d8627.html
BOQ_874836.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 28, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 11, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 12, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

ca1516dd-0630-42ce-add0-21db9c2d8627.html

xls

BOQ_874836.xls

pdf

Tendernotice_1.pdf

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