Road Transport and Highways Government Departments Closing in 7 days TDR #56672762

Tender For Boq For Work Namely Renewal Coat Of Utligam To Buppet Road, Package No: Jk02-59 Proposed Under C&T Sector For Fy 2026-27.

Issued by Government Departments · Budgam, Jammu and Kashmir
Tender Value
1.23 Crore
Estimated cost
Bid Submission
04 Aug 2026
7 days left
EMD
2.46 Lakhs
Bank guarantee accepted
Document Fee
2600
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Budgam → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Boq For Work Namely Renewal Coat Of Utligam To Buppet Road, Package No: Jk02-59 Proposed Under C&T Sector For Fy 2026-27.

BOQ

Name of Work:- BoQ for work namely Renewal Coat of Utligam to Buppet road, Package No: JK02-59 proposed under C&T sector for FY 2026-27.
Sl. No. Item Description
1Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1 km (by mechanical means).( PMGSY SOR 3.2)
2Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
3Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
4Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor 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 Technical Specification Clause 503.
5Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
6Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achievethe desired compaction as per Technical Specification Clause 504.(PMGSY SOR 5.3)
7Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration 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 Technical Specification Clause 508.By Mechanical Means. (PMGSY SOR 5.9)
8Providing 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 Technical Specification Clause 510.By Manual Means(PMGSY SOR 5.12)
9Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto1.5 m in -All kinds of soil. (JKSOR 2.12)
10Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.By Manual Means(PMGSY SOR 4.7.2)
11Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications
12Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 ( PMGSY 10.20)
13Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Ordinary Kilometer Stone (Precast) (PMGSY SOR 10.10)
14Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD pecifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 ( PMGSY 10.16)
15(B)Initial Rehabilitation:-Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 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 suitable material.Ordinary soilUpto 3 m depth
16Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) (PMGSY 9.20B)
17Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.In cement mortar 1:4
18Dry random rubble masonry with hard stone in foundation and plinth:With bond stone
19Providing PCC M-20 coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710
20Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5)
21Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
22Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ( Pmgsy 12.10) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56672762
AUTHORITY Government Departments
TENDER VALUE 1.23 Crore
LAST DATE 04-08-2026
Authority
Authority Name Pradhan Mantri Gram Sadak Yojana
Work Description Tender for Boq For Work Namely Renewal Coat Of Utligam To Buppet Road, Package No: Jk02-59 Proposed Under C&T Sector For Fy 2026-27.
Basic Detail
Tender No ENIT No.08/EE/PMGSY/B/E-TENDERING OF 2026-27 Dated 25-07-2026
Bidding Type Tender
Location
City Budgam
State Jammu and Kashmir
Key Dates
Publish Date 25 Jul 2026
Submission Date 04 Aug 2026
Open Date 05 Aug 2026
Finance
Tender Value 1.23 Crore
Tender Fee 2600
EMD 2.46 Lakhs
Exemption Not Available
Document List
095e65f6-48f3-4dfa-9e85-f17787cc08dc.html
BOQ_234041.xls
SBDFINALUTLILADDEN.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 25, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 04, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 7 days
Aug 05, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 8 days

Tender Documents

Download All (ZIP) ↓
html

095e65f6-48f3-4dfa-9e85-f17787cc08dc.html

xls

BOQ_234041.xls

pdf

SBDFINALUTLILADDEN.pdf

pdf

Tendernotice_1.pdf

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