Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date17 Jan 2025
Closing Soon23 Jan 2025
Tender Amount₹ 1,31,15,380.43 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (PCC grade M 15) (Case-II: Using concrete Mixer (as per MoRT&H Specification No. 1500, 1700 & 2100) Sl. No. 15.11 A

90.47

7210

652288.7

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications No. 1400 & 2200 Sl. No. 15.10

201.5

7042

1418963

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Plain/Reinforced Cement Concrete for wall and slab etc. complete as per Drawing and Technical Specifications. (RCC Grade M35) (as per drawing and Technical specification MORT&H no. 1500, 1600 & 1700 Sl. No. 15.12D)

416.81

9881

4118499.61

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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. MORT&H no. 1600 Sl. No. 15.13)

408.99

9199

3762299.01

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications No. 1400 & 2200 Sl. No. 15.10

144.69

7042

1018906.98

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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (PCC grade M 20) (Case-I: Using concrete Mixer (as per MoRT&H Specification No. 1500, 1700 & 2100) Sl. No. 15.11 B

2.4

7844

18825.6

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Pointing with cement mortar (1:3) on brick work in substructure as per Technical Specifications MORT&H no. 1300 & 2200 Sl. No. 15.08)

157.2

79

12513.12

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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORT&H no. 2504 Sl. No. 16.05)

79.72

2548

203126.56

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Dewatering of foundation by 5HP Diesel Engine Pump

90

152

13680

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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications Clauses 2706 & 2200 Sl. No. 15.14

100

97

9700

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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MoRT&H Specification No. 305 (Sl. No. 3.16)

2188.45

220

481459

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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 as per MoRT&H Specification No. 401 (Sl. No. 4.01)

196

2783

545468

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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MoRT&H Specification No. 406 (Sl. No. 4.14)

57.38

2924

167779.12

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Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. as per MoRT&H Specification No. 502 (Sl. No. 5.1)

382.5

41

16026.75

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Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as per MoRT&H Specification No. 503 (Sl. No. 5.2)

382.5

15

5928.75

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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. as per MoRT&H Specification No. 510 (Sl. No. 5.7)

382.5

160

61314.75

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Providing and laying of premix seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. as per MoRT&H Specification No. (Sl. No. 5.9)

382.5

52

20196

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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 as per MoRT&H Specification No. 305 (Sl. No. 3.18)

124.2

280

34875.36

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Supply of NP-4 Hume Pipe 1000 mm dia (S&S Type) up to site.

10

7395

73950

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Laying and jointing of NP-4 Hume Pipe 1000 mm dia Labour only.

10

708

7080

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TRAFFIC SIGNS - HAZARD MARKER (LEFT/RIGHT) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing

4

3274

13096

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Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. MORTH-805(8.150)

20

816

16320



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