Pradhan Mantri Gram Sadak Yojana Tender
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The PMGSY has issued a formal invitation for competitive bids for the Pradhan Mantri Gram Sadak Yojana project, for Stage Contract Of Roads Under The Jurisdiction Of Pmgsy Division Pulwama On Emergency Basis By Way Of Clearance Of Snow, Slides/slips Other Allied Works Required During Maintenance Of Roads. in Pulwama, Jammu & Kashmir, with an estimated contract value of Rs. 30,00,000. The bid opening date for this tender is 08-05-2025 and the last date for bid submission is 19-05-2025. Interested bidders for Pradhan Mantri Gram Sadak Yojana tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date8 May 2025
Closing Date19 May 2025
Tender Amount₹ 30,00,000
Costs
EMD
₹ 60,000Document Cost
₹ 1,100Tender Fee
Refer Documents
Summary
Stage Contract Of Roads Under The Jurisdiction Of Pmgsy Division Pulwama On Emergency Basis By Way Of Clearance Of Snow, Slides/slips Other Allied Works Required During Maintenance Of Roads.
Description
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Contact
Tender Id
2025_KSRRD_140945_1Bid Award Id
ViewTender No
01/EE/PMGSY/Pul/E-TENDERING-OF 2025-26 Dated 08/05/2025Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
E-NIT NO 01/EE/PMGSY/Pul/E-TENDERING-OF 2025-26 Dated 08/05/2025
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
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
BOQ Items
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Snow depth over 250 mm but upto 350mm
1
2
2.535
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Snow depth over 350 mm but upto 450mm
1
2
2.949
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Snow depth over 450 mm but upto 550mm
1
3
3.363
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Snow depth over 550 mm but upto 650mm
1
3
3.518
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Snow depth over 650 mm but upto 750mm
1
3
3.725
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Snow depth over 750 mm but upto 850mm
1
3
3.932
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Snow depth over 850 mm but upto 950mm
1
4
4.087
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Snow depth over 950 mm but upto 1050mm
1
4
4.294
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Snow depth over 1050 mm but upto 1150mm
1
4
4.501
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Snow depth over 1150 mm but upto 1250mm
1
4
4.863
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Galla cutting in compressed snow
-
-
-
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150 mm deep and 4 m wide.
1
12
12.26
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1200 mm deep and 4 m wide.
1
10
10.191
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Clearing snow (with frost) from Roads, manually using picks and shovels; snow depth upto 150 mm
1
4
4.139
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Snow clearance by Mechanical Means using Machines as specified or equivalent
-
-
-
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Dozer BD 80
1
26
26.05
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Snow Plough 180 HP (ashoka Leyland Stallion-2009)
1
1
1.36
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Snow Plough 4 WD 170-180 BPH (Unimog)
1
6
6.7
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Snow Plough 4 WD 90 BPH (Trucks)
1
5
5.82
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Snow Plough 4 WD 60 BPH (Trucks)
1
4
4.87
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JCB with attachments to be provided by the department
1
5
5.87
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Snow Plough 4 WD 160 BPH (Trucks)
1
5
5.87
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Snow cutter Rolba 1500
1
1
1.68
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Snow cutter Rolba 3000
1
1
1.4
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Snow cat
1
3
3.74
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Snow Blower 4 WD 690 BHP 8500 T/Hr ( Fresia Spa)
1
4
4.59
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Snow Blower 4 WD 420-430 BHP 3500 T/Hr (Spa 4001)
1
5
5.42
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Snow Blower 4 WD 570 BHP 5300 T/Hr (Spa 3000)
1
5
5.41
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Snow Blower 4 WD 420 BHP 3500 T/Hr (Rolba 1500)
1
6
6.75
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Clearing / 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.
1
295
295
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Engaging of Labours
1
600
600
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Providing / Spreading of Salt / Sprinkling on roads
1
12
12
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Providing / Spreading of Urea sprinkling on snow bound Roads
1
7
7
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Slip Clearance
-
-
-
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In ordinary soils disposal lead upto 50 m and lift upto 1.5 m.
1
159
159.48
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In soils; mixed with moorum/Kankar/shingle /boulders; disposal lead upto 50 m and lift upto 1.5 m.
1
342
342.61
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In soils; mixed with Decomposed Rocks; by blasting or any other means
1
425
425.64
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Engaging of JCB for slip Clearance / Emergency purpose
1
1100
1100
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Maintenance work
-
-
-
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Maintenance 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.
1
290
290.61
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Make 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.
1
175
175.37
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Maintenance 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.
1
6
6.13
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Restoration 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
1
1714
1714.87
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Maintenance 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.
1
2377
2377.52
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Maintenance / 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.
1
1825
1825.01
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Maintenance 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.
1
2062
2062.93
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Maintenance 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.
1
325
325.6
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Cutting 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.
1
239
239.75
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White 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.
1
35
35.9
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Providing 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.
1
661
661.02
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Providing 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
1
3200
3200.04
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Providing and fixing of PMGSY Board with typical LOGO as per MORD specification and drawing complete job as directed by the engineer incharge.
1
4720
4720
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Reinforced 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)
1
3212
3212.46
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Allied works
-
-
-
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Earthwork 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.
1
271
271.79
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Type 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)
1
1997
1997.16
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Providing 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)
1
6315
6315.17
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Providing 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)
1
7202
7202.53
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Providing 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)
1
8441
8441.14
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Polygonal/ 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)
1
8357
8357.82
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Polygonal/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)
1
3878
3878.64
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Random 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 .) .
1
6142
6142.88
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Random 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 .) .
1
1658
1658.21
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Providing 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.)
1
430
430.92
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Pointing 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).
1
245
245.44
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Supplying, 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.)
1
123
123.51
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Providing 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)
-
-
-
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300mm dia
1
2360
2360
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500mm dia
1
4155
4155.06
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750mm dia
1
6542
6542.95
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1000mm dia
1
8914
8914.4
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1200mm dia
1
10433
10433.5
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Back 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)
1
1105
1105.14
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Providing 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)
1
1976
1976.39
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Granular 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 .)
1
1931
1931.57
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WMM: 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.
1
1951
1951.21
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Tack 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
1
65
65.04
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Providing 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.
1
8913
8913.1
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25mm 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.
1
307
307.25
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Seal 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.
1
108
108.91
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