Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date22 Aug 2024
Closing Date27 Aug 2024
Tender Amount₹ 2,45,08,011 
Notes
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Costs

Description

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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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil1) Ordinary Soil (i) Upto 3 m depth A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

1203.76

647202

537.65

... 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil1) Ordinary Soil (i) Upto 3 m depth A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

359.18

212426

591.42

... More
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 P/No.45 I.No.11.1, A(i) B,C, A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

801.58

247736

309.06

... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Rubber filling (For B.C. Soil) PMGSY SOR P/No.56 No.11.2 a) Basic Rate A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

29.92

31487

1052.36

... More
Sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 (Item No. 11.2 (I) / P.No. 46) A.Construction of Minor Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon likha Road. km 3/600 MRL -02 (VR-42,41 ), Block - Purna , Dist.Parbhani.

186.03

398677

2143.08

... More
Providing & Placing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

24.02

136186

5669.69

... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PMGSY SOR P/No.46 I.No.11.4.I,i,I) P.C.C grade M 10 (i) Nominal Mix 1:3:6) A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

20.67

115591

5592.23

... More
Providing and laying in situ/ ready mix concrete controlled reinforced cement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant/ pan mixer with fine aggregates of required specifications etc. complete. (excluding reinforcement). a)RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) 16.60 ii Specifications: MoRT&H (5 th Rev ) 1700,2304 A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

103.35

636748

6161.08

... More
Providing and laying in situ/ ready mix controlled grade of M-25 of trap/ granite/ quartzite/ gneiss metal for RCC works in cutoff walls/ curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine aggregates of required specifications (Natural sand/ VSI sand finely washed etc), excluding reinforcement) 16.9 A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

94.92

640428

6747.03

... More
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7PMGSY SOR P/No.50 No.12.14 , B) Basic Rate A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

25

20640

825.6

... More
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (Item No. 11.8 P.No. 47) A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

19.91

1245808

62571.96

... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 up to 5 m (Item No. 12.5 (I) ii )I) RCC grade M-30 (ii) For Nominal Mix A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

111.57

815287

7307.4

... More
Providing weepholes in brick masonry /stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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, 1204.3.7PMGSY SOR P/No.49 No.12.9 , B) Basic Rate A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

28

5126

183.08

... More
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202(Item No. 12.7 P.no50) A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

11.16

701458

62854.64

... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8PMGSY SOR P/No.50 I .No.12.10 , (i) Basic Rate A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

44.36

62354

1405.63

... More
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 1204.3.8PMGSY SOR P/No.50 I .No.12.11 , (i) Basic Rate A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

44.36

78263

1764.28

... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (I.No. 13.1 iii )I) R.C.C. grade M 30 A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

103.33

636624

6161.08

... More
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 specificationsPMGSY SOR P/No.52 No.13.16 ,iii B) Basic Rate A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

5.38

4592

853.45

... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202(Item No. 13.3.PNo.52 ) A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

11.88

769319

64757.52

... More
Drainage spouts complete as per drawing and technical specifications Clause 1209 SOR I.NO 13.10 A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

20

31574

1578.7

... More
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. i.no 16.7 A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

74.43

119817

1609.79

... More
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 (Item No. 13.5 ) A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

16.87

205334

12171.56

... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 S.O.R. I.No. 12.5.4 P.No. 94 ) A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

3.08

24125

7832.82

... More
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 1208.2PMGSY SOR P/No.53 No.13.8 B) Basic Rate A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

69

147078

2131.57

... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202(Item No. 13.3.PNo.52 )MS Bar R'ment for superstructure 13.4 A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

1.6

103612

64757.52

... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 SOR I.NO. 10.11 A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

80

48335

604.19

... More
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 with a lead upto 1000 m as per technical Specification Clause 301.5 ( Item No. 3.4 / Page No.14 ) A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

1509.9

656414

434.74

... More
G.S.B. (Locally Available Material) (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 wit 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. (Item No. 4.11 (i) / P.No. 37) A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

145.35

337090

2319.16

... 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 three wheel roller 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. (Item No. 4.8 (2) (B)/ P.No. 35) A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

130.51

318585

2441.08

... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lead and lifts , transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1.PMGSY SOR I.NO.3.14 A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

123.93

52694

425.19

... More
Construction of 50mm thick Modified 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. (Item No. 5.5 (A) (ii) / P.No. 45) A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

495

107029

216.22

... 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. (I.No. 5.9- II (II) / P.No. 47) A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

495

79250

160.1

... More
Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A , as per Technical Specification Clause 510 (Item No. 5.12 B (I) (II)/ P.No. 50) A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

495

33714

68.11

... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 Kg / Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (Item.No. 5.2 (i) / P.No. 41) A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

495

7420

14.99

... 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil1) Ordinary Soil (i) Upto 3 m depth A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

176.49

94890

537.65

... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PMGSY SOR P/No.46 I.No.11.4.I,i,I) P.C.C grade M 10 (i) Nominal Mix 1:3:6) A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

11.61

65825

5669.69

... More
Providing concrete for plain/reinforced concrete in open foundations-P.C.C Grade M 15 A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

69.66

389555

5592.23

... More
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 (Rate is excluding Royalty for stone boulder) 14.1 A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

159.17

273446

1717.95

... More
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications clauses 1302 Page No.55.No.14.5 ( I )Stone/Boulder A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

285.5

503117

1762.23

... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

15

62751

4183.42

... More
Providing and fixing a typical PMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in concrete block of 60 x 60 x 75 cm size . Information as provided in drawing of NRRDA shall be displayed on a CR/ GI sheet of appropriate thickness and fixed at steel frame with 5mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing. I No. 10.21 A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

1

28685

28685.01

... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

1

14907

14907.32

... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting . 600 mm equilateral triangle A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

2

7714

3857.19

... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. 800 mm x 600 mm rectangular A.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 3/600, Block - Purna , Dist.Parbhani.

2

10795

5397.44

... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. sor I.No. 2.5 Cement Concrete B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

48.6

36655

754.22

... More
Dismanting of exisiting structures like culverts, bridge, retaining wall and other structure comprising of stone maonary ,including disposal of unserviceble materiral and stacking the serviceble material with all lifts and lead of 1000 m as per Technical Specification clause 202( SOR I.No. 2.7b) Rubble Stone Masonry in Cement Mortar B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

40.5

19810

489.14

... More
Removing all types of Hume pipes and stacking within a lead of 1000 mm including Earthwork and dismainting of Masonary work as per Technical Specification clause 202, SOR I.No. 13 b) B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

60

28307

471.78

... 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil1) Ordinary Soil (i) Upto 3 m depth B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

1491.71

802018

537.65

... 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil1) Ordinary Soil (i) Upto 3 m depth B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

120.16

71065

591.42

... More
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 P/No.45 I.No.11.1, A(i) B,C. B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

378.35

116933

309.06

... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Rubber filling (For B.C. Soil) PMGSY SOR P/No.56 No.11.2 a) Basic Rate rubble filling( For BC Soil) B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

19.33

20545

1062.83

... More
Fillling in foundation trenches as per drawing and technical specification Clause Sand filling. B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

293.82

632489

2152.64

... More
Providing concrete for plain/reinforced concrete in open foundations-P.C.C.Grade M-15. B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

33.74

189175

5606.84

... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PMGSY SOR P/No.46 I.No.11.4.I,i,I) P.C.C grade M 15 (i) Nominal Mix 1:3:6). B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

32.65

183063

5606.84

... More
Providing and laying in situ/ ready mix concrete controlled reinforced cement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant/ pan mixer with fine aggregates of required specifications etc. complete. (excluding reinforcement). a)RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) 16.60 ii Specifications: MoRT&H (5 th Rev ) 1700,2304 B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

195.88

1210023

6177.37

... More
Providing and laying in situ/ ready mix controlled grade of M-25 of trap/ granite/ quartzite/ gneiss metal for RCC works in cutoff walls/ curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine aggregates of required specifications (Natural sand/ VSI sand finely washed etc), excluding reinforcement) 16.9 B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

112.42

760265

6762.72

... More
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7PMGSY SOR P/No.50 No.12.14 , B) Basic Rate B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

30

24768

825.6

... More
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (Item No. 11.8 P.No. 47) B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

21.43

1341045

62577.94

... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 up to 5 m (Item No. 12.5 (I) ii )I) RCC grade M-30 (ii) For Nominal Mix B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

201.84

1478214

7323.69

... More
Providing weepholes in brick masonry /stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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, 1204.3.7PMGSY SOR P/No.49 No.12.9 , B) Basic Rate B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

86

15745

183.08

... More
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202(Item No. 12.7 P.no50) B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

17.34

1090003

62860.62

... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8PMGSY SOR P/No.50 I .No.12.10 , (i) Basic Rate B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

71.29

100207

1405.63

... More
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 1204.3.8PMGSY SOR P/No.50 I .No.12.11 , (i) Basic Rate B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

71.29

125776

1764.28

... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (I.No. 13.1 iii )I) R.C.C. grade M 30 B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

162.77

1005491

6177.37

... More
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 specificationsPMGSY SOR P/No.52 No.13.16 ,iii B) Basic Rate B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

48.86

41700

853.45

... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202(Item No. 13.3.PNo.52 ) B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

13.84

896327

64763.5

... More
Drainage spouts complete as per drawing and technical specifications Clause 1209 SOR I.NO 13.10 B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

24

37889

1578.7

... More
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. i.no 16.7 B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

105.26

170438

1619.21

... More
Providing and laying cement concrete wearing course M 40 grade including reinforcement @ 75kg /Cum complete as per drawing and technical specifications Clauses 800 and 1206.3 (Item No. 13.5 ) B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

22.2

270580

12188.31

... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 S.O.R. I.No. 12.5.4 P.No. 94 ) kerb B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

4.39

27119

6177.37

... More
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 1208.2PMGSY SOR P/No.53 No.13.8 B) Basic Rate B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

98.45

210442

2137.55

... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202(Item No. 13.3.PNo.52 )MS Bar R'ment for superstructure 13.4 B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

1.6

103622

64763.5

... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 SOR I.NO. 10.11 B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

60

36251

604.19

... More
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 with a lead upto 1000 m as per technical Specification Clause 301.5 ( Item No. 3.4 / Page No.14 ) B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

1158.63

503703

434.74

... More
G.S.B. (Locally Available Material) (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 wit 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. (Item No. 4.11 (i) / P.No. 37) B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

52.85

123486

2336.54

... 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 three wheel roller 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. (Item No. 4.8 (2) (B)/ P.No. 35) B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

82.7

202924

2453.74

... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lead and lifts , transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1.PMGSY SOR I.NO.3.14 B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

105.71

44947

425.19

... More
Construction of 50mm thick Modified 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. (Item No. 5.5 (A) (ii) / P.No. 45) B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

363.75

78952

217.05

... 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. (I.No. 5.9- II (II) / P.No. 47) B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

363.75

58342

160.39

... More
Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A , as per Technical Specification Clause 510 (Item No. 5.12 B (I) (II)/ P.No. 50) B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

363.75

24811

68.21

... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 Kg / Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (Item.No. 5.2 (i) / P.No. 41) B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

363.75

5453

14.99

... 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil1) Ordinary Soil (i) Upto 3 m depth B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

136.21

73233

537.65

... More
Providing concrete for plain/reinforced concrete in open foundations-P.C.C Grade M 10 pcc bed toe wall B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

9.81

55778

5685.83

... More
Providing concrete for plain/reinforced concrete in open foundations-P.C.C Grade M 15 B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

48.3

274626

5685.83

... More
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 (Rate is excluding Royalty for stone boulder) 14.1 B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

197.13

340723

1728.42

... More
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications clauses 1302 Page No.55.No.14.5 ( I )Stone/Boulder B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

142.3

252410

1773.79

... More
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. B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

15

62751

4183.42

... More
Providing and fixing a typical PMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in concrete block of 60 x 60 x 75 cm size . Information as provided in drawing of NRRDA shall be displayed on a CR/ GI sheet of appropriate thickness and fixed at steel frame with 5mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing. I No. 10.21 B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

2

57370

28685.01

... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

2

29815

14907.32

... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. 600 mm equilateral triangle B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

2

7714

3857.19

... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. 800 mm x 600 mm rectangular B.Construction of Submersible Bridge On Govindpur - SH-61 to Gaur -Pimpalgaon lekha km 4/200, Block - Purna , Dist.Parbhani.

2

10795

5397.44



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