Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date26 Nov 2022
Closing Date10 Dec 2022
Tender Amount₹ 3,98,22,000
Costs
EMD
₹ 7,96,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_KSRRD_122108_1Bid Award Id
ViewTender No
JK163011Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Cement concrete
7
-
584.9
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Reinforced cement concrete
5
-
983.43
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
1.05
-
35258.63
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Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.
-
-
-
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300 - 600 mm Girth
51
-
242.27
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600 - 900 mm Girth
43
-
408.88
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Part B: EARTHWORK
-
-
-
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Excavation for roadway in soil using mechanical means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
7515
-
70.75
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clauseincluding 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 .) .
1010
-
68.3
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Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. by mechanical means Including cost and carriage of all materials from approved source to site with all leads and lifts and octori etc complete job (Finished work to be measured).
2575
-
18.22
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Part C: PAVEMENT
-
-
-
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Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
6075
-
11.04
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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) 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 .) .
1218.75
-
1230
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WMM Providing, 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. )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 .) .
1275
-
2659.24
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Prime coat:Providing 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( low porosity) )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 .) .
17850
-
54.06
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Tack coat:-Providing 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. )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 .) .
18400
-
15.9
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Bituminous Macadam: Providing and laying of waste plastic bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder (3.041%) and waste plastic (0.26%)as per clause 5.1 of table 3 of IRC SP-98 , 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 achieve the desired compaction as per Technical Specification Clause 504.Including cost and carriage of all materials from approved plant to site with all leads and lifts and octori etc complete job (Finished work to be measured).
920
-
8482.41
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20mm thick OGPC (waste plastic): Providing, laying and rolling of open- graded premix carpet of 20mm thickness composed of 13.20 mm to 5.60mm size aggregates either using penetra-tion grade bitumen with waste plastic or emulsion to required line bitumien (S-90) @ 13.43kg per 10sqm plus waste plastic @ 1.17 kg /10sqm , 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 80-100KN static roller capacity finished to required level and grade to be followed by the seal coat of either type-A,Type-B or Type-C as per technical specification clause 508. by Mech. means using bitumen. (S-90)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 .) .(machinical Means)
18400
-
175.5
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Seal Coat: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C (S-90) as per Technical Specification Clause 510 (By Manual Means) 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 .) .
18400
-
69.22
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Hard Shoulders :-Providing, laying, spreading and compacting stone aggregates WBM G-II of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 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 Technical Specification Clause 405. 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 .) .
1040.04
-
1853.44
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Part D: PIPE CULVERTS
-
-
-
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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.
80.63
-
282.6
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Type B Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Including cost and carriage of all materials from approved source to site 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 .) .
8.06
-
1179.11
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Providing and laying for plain cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 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, complete .) .
6.72
-
4781.35
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roviding and laying for plain cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 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, complete .) .
98.24
-
4893.28
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 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)
-
-
-
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500mm
22.5
-
3609.62
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1000mm
7.5
-
7477.36
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Back filling behind abutment, wing, wall, return wall, complete as per drawings and technical specification clause 1204.3.8.(Granular material )including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.ncluding 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 .) .
90.63
-
1250.14
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Part E: PROTECTION WORK(RR MASONARY)
-
-
-
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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.
572.01
-
282.6
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Providing & laying plain cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 including cost of form work and carriage of all materials from approved source to site of work,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 .) .
86.6
-
4781.35
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Polygonal/Random rubble Stone masonry work in cement mortar 1:5 with quarry stones in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Including cost and carriage of all materials from approved source to site with all leads and lifts,shuttering and octori etc complete job (Finished work to be measured).
1347.95
-
5424.48
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Polygonal/Random rubble Stone masonry work dry with quarry stones in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Including cost and carriage of all materials from approved source to site with all leads and lifts,shuttering and octori etc complete job (Finished work to be measured).
404.39
-
3740.38
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Providing and laying for plain cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 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, complete .) .
38.49
-
4880.78
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Providing & Laying Plain PCC M20 Coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clause 615Including cost and carriage of all materials from approved source to site Including cost and carriage of all materials from approved source to site with all leads and lifts,shuttering and octori etc complete job (Finished work to be measured).
829.15
-
200
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.(Boulder material) Including cost and carriage of all materials from approved source to site with all leads and lifts and octori etc complete job (Finished work to be measured).
393.3
-
900
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Part F: PCC DRAIN
-
-
-
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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.
324.3
-
282.6
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Providing and laying (First Class Type B) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) 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 .) .
54.05
-
1179.11
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Providing and laying 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 10 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, complete .) .
65
-
4781.35
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Providing and laying concrete for plain Cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 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, complete .) .
350
-
4893.28
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Providing and laying Reinforcement cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC M-20 Grade 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, complete .) .
15
-
6184.69
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 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 .) .
1.5
-
70069.84
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.(Boulder material) Including cost and carriage of all materials from approved source to site with all leads and lifts and octori etc complete job (Finished work to be measured).
150
-
900
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Part G:- ROAD FURNITURE
-
-
-
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Providing and Fixing PMSGY LOGO boards as per drawings and specifications (Starting Point) with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)
3
-
4000
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing.
2
-
12949.69
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Maintenance board :- Providing and fixing of citizen information Board as per Techanical Specifications , drawing &details.
1
-
16000
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Providing & fixing PMGSY citizen Information Boards as per drawings and technical specifications
2
-
16000
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Reinforced 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) with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)
6
-
2091.56
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200m Stone Reinforced cement concrete M-15 grade 200m 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 Km stone (precast) Chapter 10,10.10
28
-
451.2
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm 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 Technical Specification Clause 1701
35
-
3030.06
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Providing and applying 2.50mm thick road marking strips (retro reflective) of specified shade colour using hot thermolastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beeds, propane tank heater and profile shoe heater driven by experienced operator on road surface i/c cost of material labour and cleaning of road surface of all dirt foreign material etc as per technical specification (finished work to be measured)
1350
-
555
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Total Construction cost
1
-
1
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Maintenance for five years
-
-
-
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1st year
1
-
426663.31
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2nd Year
1
-
639994.97
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3rd Year
1
-
853326.62
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4th Year
1
-
1066658.28
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5th Year
1
-
1279989.94
Evaluation Notes How It Works ?
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