Pradhan Mantri Gram Sadak Yojana Tender
... More
The PMGSY has issued a formal invitation for competitive bids for the Pradhan Mantri Gram Sadak Yojana project, for Rj-27-wb-rrsmp-07 Construction Of Road Connectivity Works And Routine Maintenance For 5 Years In District Sawaimadhopur in Sawai Madhopur, Rajasthan, with an estimated contract value of Rs. 1,30,14,000. The bid opening date for this tender is 03-10-2018 and the last date for bid submission is 15-10-2018. 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
Eprocure
Opening Date3 Oct 2018
Closing Date15 Oct 2018
Tender Amount₹ 1,30,14,000
Costs
EMD
₹ 2,60,280Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERJ_69729_1Bid Award Id
ViewTender No
NIT No. 11/RRSMP/2018-19 PWD Circle Sawai MadhopurTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Talawada to Kadi Patti
238.5
-
104
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14-days, using curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including vacuum dewatering process with all required equipments
-
-
-
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Talawada to Kadi Patti
25.35
-
104
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Ordinary Kilometer Stone (Precast)
-
-
-
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Annual maintenance charges on pro rata basis as per fixed amounts
-
-
-
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5th year
8
-
30000
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Khedabarh to Bad Guwadi
390
-
62
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Khedabarh to Bad Guwadi
35
-
1063
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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. Ordinary soil. Upto 3 m depth.
-
-
-
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Sitapura to Rampura
4.5
-
314
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Khedabarh to Bad Guwadi
4
-
3684
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Talawada to Kadi Patti
2.94
-
314
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Khedabarh to Bad Guwadi
4764.04
-
88
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Sitapura to Rampura
13.39
-
2153
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Sitapura to Rampura
168
-
24
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Sitapura to Rampura
83.61
-
504
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Talawada to Kadi Patti
52.68
-
1170
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Khedabarh to Bad Guwadi
-
-
5394
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor mount grade on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clasue 401. For Grading-III material.
-
-
-
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Talawada to Kadi Patti
42.87
-
3684
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1st year
8
-
10000
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
-
-
-
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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. Ordinary soil upto 3 m depth.
-
-
-
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Providing 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 50.
-
-
-
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Talawada to Kadi Patti
45.2
-
104
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Sitapura to Rampura
611.6
-
119
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Khedabarh to Bad Guwadi
0.38
-
3180
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PART- E : C.C. Block PAVEMENT
-
-
-
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Plastering with cement mortar (1:3), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
-
-
-
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Talawada to Kadi Patti
30
-
780
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Khedabarh to Bad Guwadi
7570.09
-
12.35
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Khedabarh to Bad Guwadi
72
-
2153
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Khedabarh to Bad Guwadi
555
-
1170
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Khedabarh to Bad Guwadi
60
-
314
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Talawada to Kadi Patti
1.35
-
8848
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Talawada to Kadi Patti
141.58
-
2153
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Talawada to Kadi Patti
4.03
-
3180
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Sitapura to Rampura
762
-
8
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for
-
-
-
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Talawada to Kadi Patti
7
-
285
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Talawada to Kadi Patti
4.74
-
3180
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Plastering with cement mortar (1:3), 15 mm thick on Brick work. In parapet as per technical specifications Calises 613.4 and 1208.4
-
-
-
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Construction of Embankment with Approved material obtioned from borrow Pits with a lift up to 1.5m, transporting to site, spreading grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5
-
-
-
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor mount grade on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clasue 401. For Grading-III material. Add Extra Lead for 10 km.
-
-
-
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Sitapura to Rampura
791.15
-
348
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Sitapura to Rampura
48.6
-
104
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Talawada to Kadi Patti
6.75
-
314
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Sitapura to Rampura
1
-
285
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry. In cement mortar 1:4.
-
-
-
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI 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 25 kg each as per drawing and technical specifications Clause 1301
-
-
-
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Khedabarh to Bad Guwadi
66.5
-
314
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Sitapura to Rampura
87.46
-
348
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Talawada to Kadi Patti
3030.9
-
88
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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. Ordinary soil. Upto 3 m depth.
-
-
-
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Pointing with cement mortar (1:3) on stone work.
-
-
-
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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. Ordinary soil. Upto 3 m depth.
-
-
-
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Sitapura to Rampura
247.7
-
104
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Khedabarh to Bad Guwadi
50
-
780
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Talawada to Kadi Patti
58.14
-
348
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Talawada to Kadi Patti
13.3
-
504
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Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
-
-
-
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Providing 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 20 Nominal mix (1:2:4)
-
-
-
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Talawada to Kadi Patti
185.53
-
348
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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.
-
-
-
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PART- F : SYPHON
-
-
-
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Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MoRTH made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD Specification.
-
-
-
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Plastering with cement mortar (1:3), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
-
-
-
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Sitapura to Rampura
173.35
-
2153
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Sitapura to Rampura
33.75
-
314
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PART- A : EARTH WORK
-
-
-
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Sitapura to Rampura
54
-
304
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Khedabarh to Bad Guwadi
18
-
3180
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Talawada to Kadi Patti
0.9
-
1893
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Talawada to Kadi Patti
29.36
-
818
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Khedabarh to Bad Guwadi
30
-
780
... More
Khedabarh to Bad Guwadi
31.25
-
2153
... More
Sitapura to Rampura
611.6
-
12.35
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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11. 75 mm thick.
-
-
-
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Sitapura to Rampura
32.13
-
104
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Khedabarh to Bad Guwadi
127.57
-
2153
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Khedabarh to Bad Guwadi
200
-
1063
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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11. 75 mm thick.
-
-
-
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PART - H : Drain Work
-
-
-
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200 m stone (precast)
-
-
-
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Khedabarh to Bad Guwadi
7570.09
-
118
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Providing 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. Nominal mix 1:3:6.
-
-
-
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Khedabarh to Bad Guwadi
7570.09
-
41
... More
Sitapura to Rampura
16.7
-
104
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Sitapura to Rampura
48.9
-
1039
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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 300 mm dia
-
-
-
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Talawada to Kadi Patti
91.13
-
818
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Khedabarh to Bad Guwadi
2
-
28750
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Providing 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. Nominal mix 1:3:6.
-
-
-
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Sitapura to Rampura
7.8
-
3180
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Sitapura to Rampura
46.11
-
5394
... More
Talawada to Kadi Patti
15
-
62
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry. In cement mortar 1:4.
-
-
-
... More
Sitapura to Rampura
22.1
-
3180
... More
Sitapura to Rampura
152.3
-
348
... More
Providing 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. Nominal mix 1:3:6.
-
-
-
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PART - G : PROTECTION WALL
-
-
-
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Sitapura to Rampura
108
-
1063
... More
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C. grade M-20. Nominal mix (1:2:4)
-
-
-
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry. In cement mortar 1:4.
-
-
-
... More
Sitapura to Rampura
64.8
-
2153
... More
Khedabarh to Bad Guwadi
35.42
-
348
... More
Khedabarh to Bad Guwadi
434.3
-
104
... More
PART - H : FLUSH CAUSEWAY
-
-
-
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Khedabarh to Bad Guwadi
120
-
1063
... More
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 300 mm dia
-
-
-
... More
Providing 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. Nominal mix 1:3:6.
-
-
-
... More
Talawada to Kadi Patti
80
-
1063
... More
Khedabarh to Bad Guwadi
54.87
-
3684
... More
Talawada to Kadi Patti
2
-
7808
... More
Sitapura to Rampura
611.6
-
43
... More
Khedabarh to Bad Guwadi
1208
-
8
... More
Khedabarh to Bad Guwadi
183.05
-
2153
... More
Talawada to Kadi Patti
225
-
24
... More
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C. grade M-20. Nominal mix (1:2:4)
-
-
-
... More
Sitapura to Rampura
16.2
-
3180
... More
Khedabarh to Bad Guwadi
10.5
-
314
... More
Sitapura to Rampura
15
-
6713
... More
Sitapura to Rampura
611.6
-
41
... More
Talawada to Kadi Patti
52.68
-
818
... More
Sitapura to Rampura
20.61
-
3180
... More
Talawada to Kadi Patti
16.3
-
1039
... More
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 soil. Upto 3 m depth.
-
-
-
... More
Providing, 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means.
-
-
-
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry. In cement mortar 1:4.
-
-
-
... More
Khedabarh to Bad Guwadi
54
-
104
... More
Khedabarh to Bad Guwadi
1590
-
521
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor mount grade on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clasue 401. For Grading-III material. For Grading-III material.
-
-
-
... More
Talawada to Kadi Patti
368
-
8
... More
Khedabarh to Bad Guwadi
1
-
1004
... More
Providing, 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.
-
-
-
... More
Sitapura to Rampura
0.9
-
1893
... More
Khedabarh to Bad Guwadi
318
-
24
... More
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.
-
-
-
... More
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 exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
-
-
-
... More
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11. 75 mm thick.
-
-
-
... More
Khedabarh to Bad Guwadi
114.1
-
1039
... More
Providing 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. Nominal mix 1:3:6.
-
-
-
... More
Sitapura to Rampura
26.28
-
3684
... More
Talawada to Kadi Patti
186.75
-
348
... More
Sitapura to Rampura
20.75
-
3180
... More
Talawada to Kadi Patti
19.47
-
2153
... More
Sitapura to Rampura
14.63
-
3180
... More
Khedabarh to Bad Guwadi
69.57
-
104
... More
Sitapura to Rampura
17.99
-
818
... More
Sitapura to Rampura
1.35
-
8848
... More
Talawada to Kadi Patti
1215
-
521
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double 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. 1000 mm dia
-
-
-
... More
Sitapura to Rampura
57.01
-
1170
... More
Sitapura to Rampura
15
-
1063
... More
Khedabarh to Bad Guwadi
339.37
-
104
... More
Sitapura to Rampura
29.85
-
818
... More
Sitapura to Rampura
14.06
-
3684
... More
Providing, 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.
-
-
-
... More
Stone masonry work in cement mortar in foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1203. Random rubble masonry In 1:4 cement mortar
-
-
-
... More
Khedabarh to Bad Guwadi
136.69
-
348
... More
Khedabarh to Bad Guwadi
7570.09
-
42
... More
Khedabarh to Bad Guwadi
186
-
504
... More
Talawada to Kadi Patti
23.63
-
2153
... More
Pointing with cement mortar (1:3) on stone work.
-
-
-
... More
Talawada to Kadi Patti
112.5
-
3180
... More
Khedabarh to Bad Guwadi
971.12
-
348
... More
Reference benchmark (one no.) Working benchmark 4 nos. per km and near all drainage structure and bridges as per MORD data book drawing No. 200.1 and construction of Reference Pillars/Burjees @ 50 m interval on both sides of the formation in RR Stone masonary (1:5) with cement mortar plaster (1:4) 20mm thick (Drawing No. 200.2) including marking of center line levelling white washing painting etc. as per MORD Specification Clause 108
-
-
-
... More
Sitapura to Rampura
15
-
780
... More
4th year
8
-
25000
... More
Sitapura to Rampura
106.78
-
2153
... More
PART - I : HUME PIPE CULVERT 1000MM DIA DOUBLE ROW
-
-
-
... More
Khedabarh to Bad Guwadi
106.05
-
104
... More
Providing 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.
-
-
-
... More
Sitapura to Rampura
30
-
780
... More
Khedabarh to Bad Guwadi
119.25
-
818
... More
Sitapura to Rampura
387.55
-
521
... More
Khedabarh to Bad Guwadi
281.63
-
504
... More
Sitapura to Rampura
75
-
62
... More
Khedabarh to Bad Guwadi
8
-
285
... More
Providing, 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. Bitumen (S-90).
-
-
-
... More
Sitapura to Rampura
15.7
-
314
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. By Mechanical Means. Bitumen (S-90).
-
-
-
... More
Sitapura to Rampura
120
-
1063
... More
3rd year
8
-
20000
... More
Khedabarh to Bad Guwadi
136.72
-
3180
... More
Sitapura to Rampura
283.03
-
104
... More
Talawada to Kadi Patti
15
-
504
... More
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
-
-
-
... More
Providing, 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.
-
-
-
... More
Khedabarh to Bad Guwadi
7.35
-
2153
... More
Talawada to Kadi Patti
2
-
1004
... More
Talawada to Kadi Patti
58.27
-
5394
... More
Khedabarh to Bad Guwadi
496.94
-
818
... More
2nd year
8
-
15000
... More
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 & 1204.3.11. 75 mm thick.
-
-
-
... More
Sitapura to Rampura
3.6
-
3684
... More
Sitapura to Rampura
152.37
-
2153
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. PCC grade M-10 Nominal mix 1:3:6.
-
-
-
... More
Talawada to Kadi Patti
2.93
-
3180
... More
Khedabarh to Bad Guwadi
5.17
-
3180
... More
Khedabarh to Bad Guwadi
40.41
-
818
... More
PART- D : 'ROAD FURNISHING
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Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements