Agriculture Cooperative Closing in 0 days TDR #48127131

Tender For Construction Of Link Road From Gusainsar Bada Toward Dholiya, Length 2.50 K.M. Under Kums Sridungargarh

Issued by Cooperative · sridungargarh, Rajasthan
Tender Value
77.60 Lakhs
Estimated cost
Bid Submission
17 Mar 2025
0 days left
EMD
1.55 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender For Construction Of Link Road From Gusainsar Bada Toward Dholiya, Length 2.50 K.M. Under Kums Sridungargarh

BOQ

Name of work : Construction of link road from Gusainsar Bada toward Dholiya, Length 2.50 K.M. under KUMS Sridungargarh
Sl. No. Item Description
1Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3
2Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
3Construction of granular sub-base by providing well graded material, spreading in uniform layerson prepared surface, mixing by manual mean method at OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. With All lead& Lift of material .from quarryFor grading III matarial.
4Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404.Using Hand Broken Aggregate. By Manual Means.
5Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate. By Manual Means
6Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502.
7Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503.
8Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510.By Mechanical Means. Bitumen (VG-30).
9Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511. By Mechanical Means Type B. Bitumen (VG-30) .
10Supply and FixingSign Board size 120x75 made out of 1.25 mm thick M.S. sheet duly framed with 33.3 mm ODMS black tube medium class as per IS- 1239 (Part-I) 1979 with inner support of M.S. flat 12x3 mm whole structure is fixed on two posts of 42 mm ODMS black tube (Medium class ) as per IS-1239 processed with blue stoving enamel paint and white figuring direction arrow in superior quality of synthetic enamel paint, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801.
11Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.300 mm dia
12Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801. Ordinary Kilometer Stone (Precast)
13Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. Ordinary soil. Upto 3 m depth.
14Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104. P.C.C grade M 10. Nominal mix 1:3:6.
15Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.Random Rubble Masonry. In 1:6 cement mortar
16Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104. P.C.C. grade M 20 . Nominal mix (1:2:4).
17Plastering with cement mortar (1:4), 20 mm thick on Stone work.
18Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m × 1.80m above ground level with adequate foundation including providing and fxing of Granite stone of size 0.75m x0.60m with engraving letters and fgures,cement plaster,white washing etc. complete as per direction of Engineer in charge.
19Providing and laying factory made chamfered edge Plastic coated Designer Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method, to attain superior smooth fnish using PU or equivalent moulds, laid in required Grey/Yellow/Red or any other colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, flling the joints with fne sand and cutting of paver blocks as per required size and pattern, fnishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffc parking etc. all complete as per manufacturer’s specifcations & direction of Engineer-in-Charge:80 mm thick C.C. paver block of M-30 grade with approved color design and pattern
20Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.300 mm dia
21Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801. 200 m Stone (Precast)
22Supplying of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side.
23Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160° C with a special applicator machine complete with a special applicator complete with labour material and traffc diversion arrangements.

AI Tender Summary

OUR REF NO 48127131
AUTHORITY Cooperative
TENDER VALUE 77.60 Lakhs
LAST DATE 17-03-2025
Authority
Authority Name Agricultural Marketing Department
Work Description Tender For Construction Of Link Road From Gusainsar Bada Toward Dholiya, Length 2.50 K.M. Under Kums Sridungargarh
Basic Detail
Tender No SE-RSAMB-BKN-NIT-06-2024-25
Bidding Type Tender
Location
City sridungargarh
State Rajasthan
Key Dates
Publish Date 06 Mar 2025
Submission Date 17 Mar 2025
Open Date 19 Mar 2025
Finance
Tender Value 77.60 Lakhs
Tender Fee 1000
EMD 1.55 Lakhs
Exemption Available
Document List
64bc42cc-91b7-4d6c-ba72-a32019877b5e.html
Annexure.pdf
Agree61.pdf
BOQ_809425.xls
corr61.pdf
Tendernotice_1.pdf

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Tender Timeline

Mar 06, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Mar 17, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Mar 19, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

64bc42cc-91b7-4d6c-ba72-a32019877b5e.html

pdf

Annexure.pdf

pdf

Agree61.pdf

xls

BOQ_809425.xls

pdf

corr61.pdf

pdf

Tendernotice_1.pdf

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