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Pradhan Mantri Gram Sadak Yojana Tender

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BidAssist is a very user-friendly website that helps us to explore all the new opportunities so as to achieve growth in our business. It helps us to attain all the information with respect to any e-tender the Arunachal Pradesh government has posted on its website in a very hassle-free manner.

Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Eprocure
Lower Siang, Arunachal Pradesh
Opening Date1 Feb 2019
Closing Date19 Feb 2019
Tender Amount₹ 24,03,49,000 
Notes
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Costs

Summary

Construction Of Rcc Bug Bridge At Alg-lkb Bro Rd To Kangku

Description

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BOQ Items

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DO_NOT_SHOW

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View all details for FREE
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Ordinary soil

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-

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ii) 3m to 6m depth

161.35

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-

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Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification.

2.52

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-

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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification Well curb RCC M25 Grade

107.62

-

-

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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification Well steining RCC M25 Grade

268.44

-

-

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Plain/Reinforced cement concrete, in well foundation complete Bottom Plug PCC Grade M25

99.13

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-

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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification Top Plug PCC Grade M25 Using Concrete Mixer

18.09

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-

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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification Well cap RCC Grade M25 Using concrete Mixer

102.99

-

-

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Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.

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(i) Upto 3m depth

6

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-

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(ii) Beyond 3m upto 10m depth

14

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-

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(iii) Beyond 10m upto 20m

1.17

-

-

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Sand filling in wells complete as per drawing and technical specifications

281.67

-

-

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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

32.68

-

-

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Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification

0.3

-

-

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Substructure

-

-

-

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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C M 25

73.86

-

-

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Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

10.29

-

-

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Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification

0.72

-

-

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Superstructure

-

-

-

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Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6 Steel section

180.42

-

-

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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 B. RCC M-25 a. Height upto 5.0m

123.46

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-

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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

15.93

-

-

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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

29.61

-

-

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Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2

158.36

-

-

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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their author

11

-

-

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Drainage spouts complete as per drawing and technical specifications Clause 1209

30

-

-

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Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

15.21

-

-

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Protection Works

-

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-

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Providing & laying of boulder apron laid in wire crates with 14mm dia GI wire conforming to IS : 280 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps 7 joints laid with stone boulder weighing not less than 25 Kg each as per drawing

400.42

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-

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Providing and laying Pitching on slopes laid over prepared Filter media asper drawing and technical specifications clause 1302 I. Stone Boulder

432.84

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-

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Providing and laying Filter material underneath Pitching in slopes complete asper drawing and technical specifications clause 1302

129.85

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-

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RCC Bridge with BUG Girder (Span 50.00m) at Ch. 8275.00m Over Ronga River) AR/12/06/012 (b)

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-

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Foundation

-

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-

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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 backfilling in trenches with excavated suitable material.

-

-

-

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ii) 3m to 6m depth

252.68

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-

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Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications nd removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm)

346.93

-

-

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Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification P.C.C grade M 25 (I) Using Concrete Mixer

113.52

-

-

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Leveling Course for Pile Cap P.C.C grade M 10 Nominal mix 1:3:6

8.19

-

-

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Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

28.51

-

-

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Substructure

-

-

-

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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C M 25

115.48

-

-

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Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

11.94

-

-

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Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

360

-

-

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Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

360

-

-

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Superstructure

-

-

-

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Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6 Steel section

94.3

-

-

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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 B. RCC M-25 a. Height upto 5.0m

79.44

-

-

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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

11.43

-

-

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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

22.02

-

-

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Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2

116.56

-

-

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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their author

11.54

-

-

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Drainage spouts complete as per drawing and technical specifications Clause 1209

22

-

-

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Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

15.13

-

-

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Protection Works

-

-

-

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Providing & laying of boulder apron laid in wire crates with 14mm dia GI wire conforming to IS : 280 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps 7 joints laid with stone boulder weighing not less than 25 Kg each as per drawing

320.78

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-

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Providing and laying Pitching on slopes laid over prepared Filter media asper drawing and technical specifications clause 1302 I. Stone Boulder

155.22

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-

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Providing and laying Filter material underneath Pitching in slopes complete asper drawing and technical specifications clause 1302

93.13

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-

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Approach Road

-

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-

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Constrction of embankment with approved materials obtained from borrows pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slop and compacting to meet requirement of table 300.1 and 300.2 with lead upto 1000m as per Technic

89.25

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-

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Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 with lead upto 1000

12.91

-

-

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Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method 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. (i) For Grading I Material

18.75

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-

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Gravel/Soil-Aggregate Base (Table 400.2) Grading A Construction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402

18.75

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-

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WBM Grading 3 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. (B) By Mechanical Means

14.06

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-

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Primte Coat : Low porosity (i) 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

187.5

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-

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Tack Coat (i) 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.

187.5

-

-

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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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. Case - II By Mechanical Means (I) Bitumen (S-90)

187.5

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-

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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 A, Type B and Type C as per Technical Specification Clause 510 B. By Mechanical Means Case - I : Type A (I) Bitumen (S-90)

187.5

-

-

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Road Furniture

-

-

-

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Providing and Fixing PMGSY Logo Board at starting point Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC, (Size of RCC post 25cmx25cmx90cm below G.L. & 15cm x 15cm x 260cm above G.L.), (Size of board 1x 85cm x 85cm x 7.5cm) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.

1

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-

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Providing and Fixing Title information Board of PMGSY Project (RCC) Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC, (Size of RCC post 25cm x 25cm x 90cm below G.L. & 15cm x 15cm x 245cm above G.L.), (Size of board 2 x 90cm x 80cm x 7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.

2

-

-

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RCC Bridge With BUG Grider (span 35-m) at Ch-9900.00m over Hose River. AR/12/06/012-C

-

-

-

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Foundation

-

-

-

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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 backfilling in trenches with excavated suitable material.

-

-

-

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ii) 3m to 6m depth

201.99

-

-

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Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications nd removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm)

240

-

-

... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification P.C.C grade M 25 (I) Using Concrete Mixer

113.52

-

-

... More
Leveling Course for Pile Cap P.C.C grade M 10 Nominal mix 1:3:6

8.19

-

-

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Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

26.17

-

-

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Substructure

-

-

-

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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C M 25

87.5

-

-

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Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

7

-

-

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Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

300

-

-

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Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

300

-

-

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Superstructure

-

-

-

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Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6 Steel section

50

-

-

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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 B. RCC M-25 a. Height upto 5.0m

55.98

-

-

... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

8.06

-

-

... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

15.53

-

-

... More
Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2

86.56

-

-

... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their author

11.54

-

-

... More
Drainage spouts complete as per drawing and technical specifications Clause 1209

16

-

-

... More
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

16.49

-

-

... More
Protection Works

-

-

-

... More
Providing & laying of boulder apron laid in wire crates with 14mm dia GI wire conforming to IS : 280 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps 7 joints laid with stone boulder weighing not less than 25 Kg each as per drawing

320.78

-

-

... More
Providing and laying Pitching on slopes laid over prepared Filter media asper drawing and technical specifications clause 1302 I. Stone Boulder

155.22

-

-

... More
Providing and laying Filter material underneath Pitching in slopes complete asper drawing and technical specifications clause 1302

93.13

-

-

... More
Approach Road

-

-

-

... More
Constrction of embankment with approved materials obtained from borrows pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slop and compacting to meet requirement of table 300.1 and 300.2 with lead upto 1000m as per Technic

89.25

-

-

... More
Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 with lead upto 1000

12.91

-

-

... More
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method 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. (i) For Grading I Material

18.75

-

-

... More
Gravel/Soil-Aggregate Base (Table 400.2) Grading A Construction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402

18.75

-

-

... More
WBM Grading 3 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. (B) By Mechanical Means

14.06

-

-

... More
Primte Coat : Low porosity (i) 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

187.5

-

-

... More
Tack Coat (i) 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.

187.5

-

-

... More
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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. Case - II By Mechanical Means (I) Bitumen (S-90)

187.5

-

-

... More
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 A, Type B and Type C as per Technical Specification Clause 510 B. By Mechanical Means Case - I : Type A (I) Bitumen (S-90)

187.5

-

-

... More
Road Furniture

-

-

-

... More
Providing and Fixing PMGSY Logo Board at starting point Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC, (Size of RCC post 25cmx25cmx90cm below G.L. & 15cm x 15cm x 260cm above G.L.), (Size of board 1x 85cm x 85cm x 7.5cm) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.

1

-

-

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Providing and Fixing Title information Board of PMGSY Project (RCC) Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC, (Size of RCC post 25cm x 25cm x 90cm below G.L. & 15cm x 15cm x 245cm above G.L.), (Size of board 2 x 90cm x 80cm x 7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.

2

-

-

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RCC Bridge with BUG Girder (Span:50.00m) at Ch. 12500.00m Over Kamte River) AR/12/06/012(d)

-

-

-

... More
Foundation

-

-

-

... 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 backfilling in trenches with excavated suitable material.

-

-

-

... More
ii) 3m to 6m depth

345.15

-

-

... More
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications nd removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm)

329.27

-

-

... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification P.C.C grade M 25 (I) Using Concrete Mixer

113.52

-

-

... More
Leveling Course for Pile Cap P.C.C grade M 10 Nominal mix 1:3:6

8.19

-

-

... More
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

27.42

-

-

... More
Substructure

-

-

-

... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C M 25

101.22

-

-

... More
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

10.45

-

-

... More
Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

360

-

-

... More
Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

360

-

-

... More
Superstructure

-

-

-

... More
Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6 Steel section

94.3

-

-

... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 B. RCC M-25 a. Height upto 5.0m

79.44

-

-

... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

11.43

-

-

... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

22.02

-

-

... More
Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2

116.56

-

-

... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their author

11.54

-

-

... More
Drainage spouts complete as per drawing and technical specifications Clause 1209

22

-

-

... More
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

15.21

-

-

... More
Protection Works

-

-

-

... More
Providing & laying of boulder apron laid in wire crates with 14mm dia GI wire conforming to IS : 280 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps 7 joints laid with stone boulder weighing not less than 25 Kg each as per drawing

380.49

-

-

... More
Providing and laying Pitching on slopes laid over prepared Filter media asper drawing and technical specifications clause 1302 I. Stone Boulder

193.57

-

-

... More
Providing and laying Filter material underneath Pitching in slopes complete asper drawing and technical specifications clause 1302

116.14

-

-

... More
Approach Road

-

-

-

... More
Constrction of embankment with approved materials obtained from borrows pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slop and compacting to meet requirement of table 300.1 and 300.2 with lead upto 1000m as per Technic

89.25

-

-

... More
Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 with lead upto 1000

12.91

-

-

... More
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method 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. (i) For Grading I Material

18.75

-

-

... More
Gravel/Soil-Aggregate Base (Table 400.2) Grading A Construction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402

18.75

-

-

... More
WBM Grading 3 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. (B) By Mechanical Means

14.06

-

-

... More
Primte Coat : Low porosity (i) 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

187.5

-

-

... More
Tack Coat (i) 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.

187.5

-

-

... More
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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. Case - II By Mechanical Means (I) Bitumen (S-90)

187.5

-

-

... More
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 A, Type B and Type C as per Technical Specification Clause 510 B. By Mechanical Means Case - I : Type A (I) Bitumen (S-90)

187.5

-

-

... More
Road Furniture

-

-

-

... More
Providing and Fixing PMGSY Logo Board at starting point Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC, (Size of RCC post 25cmx25cmx90cm below G.L. & 15cm x 15cm x 260cm above G.L.), (Size of board 1x 85cm x 85cm x 7.5cm) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.

1

-

-

... More
Providing and Fixing Title information Board of PMGSY Project (RCC) Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC, (Size of RCC post 25cm x 25cm x 90cm below G.L. & 15cm x 15cm x 245cm above G.L.), (Size of board 2 x 90cm x 80cm x 7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.

2

-

-

... More
RCC Bridge with BUG GRIDER (Span: 2X50 m) at Ch-15800 Over Ngopi River AR/12/06/012-e

-

-

-

... More
Foundation

-

-

-

... 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 backfilling in trenches with excavated suitable material.

-

-

-

... More
ii) 3m to 6m depth

246.93

-

-

... More
Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well. (A) Assuming depth of water 1.0 m and height of island to be 1.25m.

1

-

-

... More
Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification.

3.6

-

-

... More
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification Well curb RCC M25 Grade

107.62

-

-

... More
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification Well steining RCC M25 Grade

1152.66

-

-

... More
Plain/Reinforced cement concrete, in well foundation complete Bottom Plug PCC Grade M25

134.52

-

-

... More
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification Top Plug PCC Grade M25 Using Concrete Mixer

24.37

-

-

... More
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification Well cap RCC Grade M25 Using concrete Mixer

139.95

-

-

... More
Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.

-

-

-

... More
(i) Upto 3m depth

3

-

-

... More
(ii) Beyond 3m upto 10m depth

7

-

-

... More
(iii) Beyond 10m upto 20m

10

-

-

... More
(iv) Beyond 20 m up to 30 m

4.38

-

-

... More
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.

-

-

-

... More
(i) Upto 3m depth

6

-

-

... More
(ii) Beyond 3m upto 10m depth

14

-

-

... More
(iii) Beyond 10m upto 20m

20

-

-

... More
(iv) Beyond 20m upto 30m

7.3

-

-

... More
Sand filling in wells complete as per drawing and technical specifications

1025.62

-

-

... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

91.15

-

-

... More
Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification

0.3

-

-

... More
Substructure

-

-

-

... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C M 25

135.27

-

-

... More
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

17.71

-

-

... More
Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification

1.03

-

-

... More
Superstructure

-

-

-

... More
Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6 Steel section

175.66

-

-

... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 B. RCC M-25 a. Height upto 5.0m

160.47

-

-

... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

23.09

-

-

... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

42.33

-

-

... More
Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2

220.04

-

-

... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their author

16.5

-

-

... More
Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

720

-

-

... More
Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

720

-

-

... More
Drainage spouts complete as per drawing and technical specifications Clause 1209

44

-

-

... More
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

15.1

-

-

... More
Protection Works

-

-

-

... More
Providing & laying of boulder apron laid in wire crates with 14mm dia GI wire conforming to IS : 280 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps 7 joints laid with stone boulder weighing not less than 25 Kg each as per drawing

403.75

-

-

... More
Providing and laying Pitching on slopes laid over prepared Filter media asper drawing and technical specifications clause 1302 I. Stone Boulder

469.13

-

-

... More
Providing and laying Filter material underneath Pitching in slopes complete asper drawing and technical specifications clause 1302

140.74

-

-

... More
Routine Maintenance For Bridge at Ch-2700.00m

-

-

-

... More
First Year

-

-

-

... More
Second Year

-

-

-

... More
Third Year

-

-

-

... More
Fouth Year

-

-

-

... More
Fifth Year

-

-

-

... More
Routine Maintenance For Bridge at Ch-8275.00 m

-

-

-

... More
First Year

-

-

-

... More
Second Year

-

-

-

... More
Third Year

-

-

-

... More
Fouth Year

-

-

-

... More
Fifth Year

-

-

-

... More
Routine Maintenance For Bribge at Ch-9900.00m

-

-

-

... More
First Year

-

-

-

... More
Second Year

-

-

-

... More
Third Year

-

-

-

... More
Fouth Year

-

-

-

... More
Fifth Year

-

-

-

... More
Routine Maintenance For Bridge at Ch-12500.00m

-

-

-

... More
First Year

-

-

-

... More
Second Year

-

-

-

... More
Third Year

-

-

-

... More
Fouth Year

-

-

-

... More
Fifth Year

-

-

-

... More
Routine Maintenance For Bridge at Ch-12800.00m

-

-

-

... More
First Year

-

-

-

... More
Second Year

-

-

-

... More
Third Year

-

-

-

... More
Fouth Year

-

-

-

... More
Fifth Year

-

-

-



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