Road Transport and Highways Government Departments Closing in 2 days TDR #57418435

Tender For Stage Contract Of Roads Under The Jurisdiction Of Pmgsy Division Pulwama On Emergency Basis (I.E.) By Way Of Clearance Of Snow, Slides/Slips Other Allied Works Required During Maintenance Of Roads, Failure Of Maintenance Of Road By Regular

Issued by Government Departments · Pulwama, Jammu and Kashmir
Tender Value
1
Estimated cost
Bid Submission
16 Sep 2026
2 days left
EMD
20000
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Stage Contract Of Roads Under The Jurisdiction Of Pmgsy Division Pulwama On Emergency Basis (I.E.) By Way Of Clearance Of Snow, Slides/Slips Other Allied Works Required During Maintenance Of Roads, Failure Of Maintenance Of Road By Regular Contractor And Any Other Emergent Work Likely To Occur During Financial Year 2026-2027.

BOQ

Name of Work:- Stage Contract of roads under the jurisdiction of PMGSY Division Pulwama on emergency basis (i.e.) by way of clearance of Snow, slides/slips other allied works required during maintenance of roads, failure of maintenance of road by regular contractor and any other emergent work likely to occur during financial year 2026-2027.
Sl. No. Item Description
1Clearing Snow (without frost) from Roads by manual means
2Snow depth upto 150 mm
3Snow depth over 150 mm but upto 250mm
4Snow depth over 250 mm but upto 350mm
5Snow depth over 350 mm but upto 450mm
6Snow depth over 450 mm but upto 550mm
7Snow depth over 550 mm but upto 650mm
8Snow depth over 650 mm but upto 750mm
9Snow depth over 750 mm but upto 850mm
10Snow depth over 850 mm but upto 950mm
11Snow depth over 950 mm but upto 1050mm
12Snow depth over 1050 mm but upto 1150mm
13Snow depth over 1150 mm but upto 1250mm
14Galla cutting in compressed snow
15150 mm deep and 4 m wide.
161200 mm deep and 4 m wide.
17Clearing snow (with frost) from Roads, manually using picks and shovels; snow depth upto 150 mm
18Snow clearance by Mechanical Means using Machines as specified or equivalent
19Dozer BD 80
20Snow Plough 180 HP (ashoka Leyland Stallion-2009)
21Snow Plough 4 WD 170-180 BPH (Unimog)
22Snow Plough 4 WD 90 BPH (Trucks)
23Snow Plough 4 WD 60 BPH (Trucks)
24JCB with attachments to be provided by the department
25Snow Plough 4 WD 160 BPH (Trucks)
26Snow cutter Rolba 1500
27Snow cutter Rolba 3000
28Snow cat
29Snow Blower 4 WD 690 BHP 8500 T/Hr ( Fresia Spa)
30Snow Blower 4 WD 420-430 BHP 3500 T/Hr (Spa 4001)
31Snow Blower 4 WD 570 BHP 5300 T/Hr (Spa 3000)
32Snow Blower 4 WD 420 BHP 3500 T/Hr (Rolba 1500)
33Clearing / disposal of accumulated snow in builtup area / market portion (snow depth exceeds 1.0m) as and when required using JCB and tippers/tractor, disposal lead upto 1.0Km.
34Engaging of Labours
35Providing / Spreading of Salt / Sprinkling on roads
36Providing / Spreading of Urea sprinkling on snow bound Roads
37Slip Clearance
38In ordinary soils disposal lead upto 50 m and lift upto 1.5 m.
39In soils; mixed with moorum/Kankar/shingle /boulders; disposal lead upto 50 m and lift upto 1.5 m.
40In soils; mixed with Decomposed Rocks; by blasting or any other means
41Engaging of JCB for slip Clearance / Emergency purpose
42Maintenance work
43Maintenance of Bituminous surface road and/ or gravel road and / or WBM including filling potholes and patch repairs etc. as per clause 1904, 1906 of MoRD Specifications complete job as directed by the engineer incharge.
44Make up loss of material / irregulaties on shoulders to the design level by adding fresh approved selected soil and compacting it with appropiate equipment at OMC upto all leads as per technical specification clause 1903 complete job as directed by the engineer incharge.
45Maintenance of drains include errosion, repair, cleaning, clearing, reshaping, regrading, deeping of side drains aswell as catch water drain as per technical specification 1907 complete job as directed by the engineer-incharge.
46Restoration of rain cut with soil, moorum gravel or a mixture of these, cleaning the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawing and technical specification clause 1902 complete job. - by manual means
47Maintenance of culverts and cause ways by way of cleaning, clearing, errosion, repairs to cracks, parapit walls and protection works as per drawing and technical specification clause 1908 as per clause 1908 and 1909 of the MoRD complete job as directed by the engineer incharge.
48Maintenance / repair of guard rails and parapet rails to bring it to original shape including cleaning and repainting as per drawings and technical specification clause 1911 of the MoRD Specification complete job as direcetd by the engineer incharge.
49Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory, cautionary/informatory and place identifications sign board as per drawing & technical specification clause 1910 of the MoRD Specification complete job.
50Maintenance of 200 m Kilo Meter stones by way of refitting of tilted stones, reapiaring with cement mortar, cleaning, repairing, painting and lettering with two coats with sysnthetic enamel paint on 200m Km stone and 5th Km stone as per drawing and technical specification clause 1912 of the MoRD Specification complete job.
51Cutting of branches of trees, shrubs and trimming of grass and weeds etc. as per clause 1914 of the MoRD Specification complete job as directed by the engineer incharge.
52White washing two coats on parapit walls, tree trunks and CD works including preparation of surface by cleaning, scraping etc as per technical specification clause 1915 complete job as directed by the engineer incharge.
53Providing and applying of 2.5mm thick road marking (retroreflective) shade for edge line/centerline/speed breakers/Zebra crossing/stoplines of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicable machine fitted with profile show, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operartor on road surface including cost of material, labour, T&P. incl all lead and lift to site of work.
54Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (600x600 equilateral triangle) incl all carriages complete job
55Providing and fixing of PMGSY Board with typical LOGO as per MORD specification and drawing complete job as directed by the engineer incharge.
56Reinforced cement concrete M15 grade Km stone of standard design as per IRC:8 fixing in position including excavation , concreting, ercting,loading, unloading, haulage painting and writing etc. as per drawings and technical specifications cluase 1703- ordinary km stone(pre cast)
57Allied works
58Earthwork in excavation for foundation of structures up to 3m depth as per drawing and technical specifications clause 1104.including setting out , construction of shoring nad bracing , removal of stamps and other deleterious matter , drassing of sides and bottom and back filling with approved material, in oridnary soil.
59Type B (First Class) Bedding, Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) including cost and carriage of material from approved source to site of work with all leads, lifts, loadinging,unloading and octroi(Finished work to be measured)
60Providing and laying plain cement concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 P.C.C grade M-10 nominal mix Including cost of form work and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured)
61Providing and laying plain cement concrete in substructure complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 P.C.C grade M-15 nominal mix Including cost of form work and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured)
62Providing and laying reinforced cement concrete in sub-structure complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 R.C.C grade M-20 nominal mix Including cost of form work and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured)
63Polygonal/ random rubble masonry uncoursed/ brought to course in cement sand mortar 1:5 mix with quarry stones in foundation and plinth including cost of bond stones and leveling up at specified levels with M-5 grade using stone aggregate 20mm nominal size Including cost of form work and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured)
64Polygonal/random rubble masonry uncoursed/ brought to course in cement sand mortar 1:5 mix with stones available at site in foundation and plinth including cost of bond stones and leveling up at specified levels with M-5 grade using stone aggregate 20mm nominal size Including cost of form work and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured)
65Random Rubble Stone Masonary, uncoursed brought to Courses with quarry stones laid dry in foundation and plinth as per drawings and technical specifications clauses 702.1, 702.4, 703 & 704 incl. Cost of bond stones and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .).
66Random Rubble Stone Masonary, uncoursed brought to Courses with quarry stones available at site laid dry in foundation and plinth as per drawings and technical specifications clauses 702.1, 702.4, 703 & 704 incl. Cost of bond stones and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete)
67Providing PCC M-20 coping on the top of wing wall, return wall etc.complete as per drawing and technical specification clauses 615,710 and 1204.3.11. incl. cost and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured, complete.)
68Pointing with cement mortor 1:3 on stone work as per drawing & technical specification clause 613.3 & 1208.4. including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete).
69Supplying, fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical specifications Clauses 1002, 1005 and 1010, 1202. including cost and carriage of material from source to site of work, with all leads, lifts, loading, unloading and octori. (Finished work to be measured, complete.)
70Providing and Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets including cost and carriage of material from approved source to site of work with all leads, lifts, loadinging,unloading and octroi(Finished work to be measured)
71300mm dia
72500mm dia
73750mm dia
741000mm dia
751200mm dia
76Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 (Granular material), including cost and carriage of material from approved source to site of work with all leads, lifts, loadinging,unloading and octroi(Finished work to be measured)
77Providing and laying of boulder apron laid in wire crates with 4 mm dia Black Anealed wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25Kg each as per technical specifications clause 1301 including cost and carriage of all materials from source to site of work (Finished work to be measured)
78Providing and laying of quarry stone apron laid in wire crates with 4mm dia black anealed wire confirming to IS: 280 and IS 4826 in 100mm mesh (woven diagonally) including 10% extra for lapse and joints laid with stone boulders weighing not less than 25Kg each as per drawing and technical specifications 1301 including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job .
79Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, followed by steel paint, all complete.
80Providing / fixing PVC pipe weepholes 75mm dia laid at proper gradient and slope, including cost and carriage of all materials with all leads lifts, loading, unloading (finished work to be measured) complete job
81Providing and installation of 750mm high traffic cones with reflective strips, connecting chain and hooks
82Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (Using Naturally Occuring gravels) including , loading unloading haulages,Octori charges and royality compleate .(Finished work to be measured, complete .)
83WBM Grading 2Providing, 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, including , loading unloading haulages,Octori charges and royality compleate .(Finished work to be measured, complete .)
84WMM: Providing, layng, spreading and compacting graded stone aggregate (size 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage pof mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub-base/ base course on well prepared surface and compacting with vibratory roller of 8-10 tonne capacity to achieve the desired density, complete as per specifications and directions of engineer in charge incl all carriages complete job.
85Tack Coat: Providing and applying tacj coat using hot straight run bitumen of grade-VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specification incl all carriages
86Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, completeas per specifications and directions of Engineer-in-Charge 50 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) in Drum Type Hot Miox Plant of 60-90 TPH Capacity incl all carriages.
8725mm thick semidense: Providing and laying semi dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the ho mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density asa per specification, complete and as per directions of Engineer-in-Charge 25mm compacted thickness with bitumen of grade VG-10@ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in Drum Type Hot Mix Plant 60-90 TPH capacity. incl all carriages.
88Seal Coat :- Providing and laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface inluding rolling and finishing with road all complete. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57418435
AUTHORITY Government Departments
TENDER VALUE 1
LAST DATE 16-09-2026
Authority
Authority Name Pradhan Mantri Gram Sadak Yojana
Work Description Tender for Stage Contract Of Roads Under The Jurisdiction Of Pmgsy Division Pulwama On Emergency Basis (I.E.) By Way Of Clearance Of Snow, Slides/Slips Other Allied Works Required During Maintenance Of Roads, Failure Of Maintenance Of Road By Regular Contractor And Any Other Emergent Work Likely To Occur During Financial Year 2026-2027.
Basic Detail
Tender No E-NIT No.16 /EE/PMGSY-Pulwama/e-tendering of 2026-2027, Dated 08/09/2026
Bidding Type Tender
Location
City Pulwama
State Jammu and Kashmir
Key Dates
Publish Date 08 Sep 2026
Submission Date 16 Sep 2026
Open Date 16 Sep 2026
Finance
Tender Value 1
Tender Fee 600
EMD 20000
Exemption Not Available
Document List
BOQ_235547.xls
f87a586b-22a0-4dfc-9ecc-8b5a422876d2.html
Tendernotice_1 (10).pdf

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Tender Timeline

Sep 08, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 16, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Sep 16, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

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f87a586b-22a0-4dfc-9ecc-8b5a422876d2.html

pdf

Tendernotice_1 (10).pdf

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