Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date27 Aug 2024
Closing Date2 Sep 2024
Tender Amount₹ 1,60,65,752
Costs
EMD
₹ 1,50,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_136085_1Bid Award Id
ViewTender No
PMGSY BRIDGE TENDER DISTRICT HINGOLI 2 ND CALL RETENDERTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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BOQ Items
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. ( In soil )
626.71
336953
537.65
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. SOR Item No-11.1-I-(ii) (Ordinary rock) (not requiring blasting)
211.28
141998
672.07
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. SOR Item No-11.1 - I -(iii)( Hard rock ) (requiring blasting)
211.28
220078
1041.62
Providing, steel anchor dowels at the base of the well including drilling holes upto 2.5 m. depth in rock, placing the dowels in position and effectively grouting the holes (25/32 mm. diameter steel rod of 4.0 m. length grouted upto 2.5 m. depth) etc. complete as directed by Engineer in charge. Spec. No. : BR.16 Page No. 120. DSR I.No.772, P.No.205.
73
122202
1674
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. SOR Item No-11.1 -A - (i) For Abutment
133.85
16358
122.21
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. SOR Item No-11.1 -A - (ii) For Piers
356.51
209564
587.82
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. SOR Item No-11.1 -A - (iii) For Returns
126.72
7167
56.56
Filling annular space around footing in rock as per technical specification Clause 1203.4.3. -P.C.C.-M-15
168.43
923128
5480.65
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 15 ( Leveling Course )
31.93
172134
5390.8
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 -PCC-M30
190.37
1337031
7023.29
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (i) -R.C.C Grade M 30
801.71
5817995
7257
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
58.49
3679013
62905.24
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 SOR Item No-12.9 -100 mm dia PVC Pipe
78
14280
183.08
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 SOR Item No-12.10-(i)- Granular Material
222.59
308830
1387.44
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 SOR Item No-12.11- Granular Crushed Aggregates
26.97
50318
1865.69
Providing and laying in position 90 cm thick flexible stone mat as per detailed drawing including laying and compaction, consolidation 15 to 23 cm soling, consolidation of 60mm size metal in two layers and compaction of 40 mm layers in single layers with watering etc complete as directed by Engineer in charge PWD SOR No.818- 90 cm thick flexible stone
123.65
197480
1597.09
Providing and laying cement concrete wearing course M 30 grade including reinforcement @ 75kg/Cum complete as per drawing and technical specifications Clauses 800 and 1206.3
39.38
469462
11922.84
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2
140
235103
1679.31
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications
61.8
18822
304.57
Providing and fixing in position tar paper bearing as per detailed drawings etc. complete as directed by engineer in charge. DSR I.No. 794 P.No. 210
50.14
4659
92.92
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 SOR Item No-14.5 -(i)- Pitching
19.32
28694
1485.22
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 Clause 301.5
295.8
21558
72.88
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
2117.25
912789
431.12
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
232.76
100985
433.86
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader 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 Clause 401.
108.94
201673
1851.23
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.
45.56
87945
1930.31
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
1125
18169
16.15
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
562.5
122209
217.26
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.
562.5
80505
143.12
Providing 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
562.5
31286
55.62
Providing and fixing trap/ granite/ quartzite/ gneiss guard stone/ indicators stones/ boundary stones of 150 mm x 150 mm x 900 mm standard size and shape including fixing in block of standard size of cement concrete 1:4:8, white washing etc. complete. Spec. No. : Rd.70 Page No. 244. DSR I.No.698, P.No.183.
150
90629
604.19
Providing and laying reinforced cement concrete pipe NP2 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. - 750 mm Dia
15
44556
2970.41
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