Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date29 Nov 2023
Closing Date13 Dec 2023
Tender Amount₹ 7,13,22,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Supply , stacking and laying water Bound Macadum (WBM) of graded stone Aggregate (G-II) with specified stone Aggregate at site of size range (63mm to 45 mm) crushed stone including stone screening/chipping (13.2 mm size type "A" and binding material/stone dust/moorum and consolidation with power road Roller of (8-10) capacity etc including all carriage and costs of materials involved complete.

1440

3168000

2200

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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. Carriage of materials by mechanical means transport from source to site of work incl loading & unloading complete job.

693.75

1526250

2200

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Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen withmechanically operated spray unit fitted on bitumen boiler, cleaning andpreparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm.

27500

2083125

75.75

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Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 60-90 TPH capacity. including carraige of material complete job.

1375

11812556

8590.95

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Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 10 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Mix Type Hot MixPlant of 60-90 TPH capacity. including Carriage of materials by mechanical means transport from source to site of work incl loading & unloading complete job.

27500

8060250

293.1

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Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. including Carriage of materials by mechanical means transport from source to site of work incl loading & unloading complete job.

27500

2788500

101.4

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Construction Of Surface Drain

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-

-

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Earthwork in trench excavation by mechanical means (hydraullic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 m & lift upto 1.5m as directed by engineer in charge All Kinds of soil

500

93650

187.3

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Providing & Laying of stone soling hand packed complete job

150

135000

900

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Cast in situ conc. With nominal mix 1:4:8 grade with 40 mm nominal size agg. Incl all lead lifts

100

520290

5202.9

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work upto plinth level in 1:3:6 mix (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size crushed).including all carriages involved complete.as per drawings and technical specifications.

255

1462068

5733.6

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Centering and shuttering incl. strutting, propping etc. and removal of form work for walls (any thickness) including attached pilasters butteress, plinth and string courses etc.as per clause 1500 MORTH Specifications.

1000

286350

286.35

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Providing and laying of cement concrete flooring (500mm thick)

250

149875

599.5

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12mm thick cement plaster (1:6) mix

1700

456280

268.4

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Carriage of materials by mechanical means transport from source to site of work incl loading & unloading complete job.Stone agg. 20mm & above from Safapora for an average lead of 14 Kms

330.75

125771

380.26

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Sand from Ganderbal for an average lead of 20 Kms

165.25

47327

286.4

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CONSTRUCTION OF RETAINING WALL

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-

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Earthwork in trench excavation by mechanical means (hydraullic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 m & lift upto 1.5m as directed by engineer in charge All Kinds of soil

603.75

158937

263.25

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Providing & Laying of stone soling hand packed complete job

105

94500

900

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Cast in situ conc. With nominal mix 1:4:8 grade with 40 mm nominal size agg. Incl all lead lifts and Carriage

105

552985

5266.53

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work upto plinth level in 1:3:6 mix (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size crushed).including all carriages involved complete.as per drawings and technical specifications.

1215

9274981

7633.73

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Centering and shuttering incl. strutting, propping etc. and removal of form work for walls (any thickness) including attached pilasters butteress, plinth and string courses etc.as per clause 1500 MORTH Specifications.

3600

2264220

628.95

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Backfilling behind R Wall with 2nd class stones/stone boulders complete.

585

555750

950

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Backfilling behind R Wall with Khak Bhajri filling complete.

390

331500

850

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P/F of PVC pipes type B in R/wall so as to act as weep holes

96

19200

200

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Construction of 4 No , 2.00 Mtr Span RCC Box Culvert

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-

-

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Earthwork in bulk excavation by mechanical means (hydraullic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 m & lift upto 1.5m as directed by engineer in charge All Kinds of soil

516

96646

187.3

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Providing and laying of stone soling (Nallah) dully hand packed including watering, dressing and ramming with all carriages,loading & unloading upto site of work complete

22.88

20592

900

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work upto plinth level in 1:4:8 mix (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size (crushed).including all carriages involved complete .as per drawings and technical specifications.

15.24

79292

5202.9

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Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing & reinforecement. all works upto plinth level 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone agg. 20mm nominal size) crushed.

220.12

2068181

9395.7

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Reinforcement for RCC work incl. straightening cutting, bending, placing in position and binding all complete TMT bars.including all carriages involved complete. (Fe 500)as per clause 1600 MORTH Specifications.

24200

2791470

115.35

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Centering and shuttering incl. strutting, propping etc. and removal of form work for Foundation footings, bases of columns etc. for mass concrete.as per clause 1500 MORTH Specifications.

102.6

29379

286.35

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D/Walls, Walls, approaches

554.04

348463

628.95

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Suspended Floors

60

43092

718.2

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Back filling with granular materials ( GSB) of specified size incl. all carriages,leads and lifts involved complete behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications

316.8

396000

1250

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Providing and fixing in position weep holes in abutments and other approach walls with 75mm dia PVC pipes cut to length and profile as required to be installed in concrete including all carriages and other incidental charges as per clause 2706 of MORTH specifications

20

4000

200

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Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded

464.4

60464

130.2

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Carriage of materials by mechanical means transport from source to site of work incl loading & unloading complete job. Stone agg. 20mm & above from Safapora for an average lead of 14 Kms

205.56

93799

456.31

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Sand from Ganderbal for an average lead of 20 Kms

102.8

29448

286.46

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Providing and Laying of RCCpipes incl. Earth work in cutting, Providing of required cushioning/bed by way of GSB Filling and then laying of pipes in proper position to required gradient, rolling including dressing, watering, compacting, incld. Cost and carriage of pipes upto site of work complete. a. 36” dia RCC PipesS & S Type

11.73

71740

6116

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24” dia RCC PipesS & S Type

16.2

54982

3394

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Providing and laying of M.S Pipe (8'' Dia)

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-

-

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Providing and laying of M.S Pipes incld. All carriages and earth work in cutting 6.0 cm dia cut or 60 Mtr dia incld. Providing of GSB Cushion 200 Mtr dia pipe M.S Pipe 8'' dia

60

285720

4762

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Providing and Fixing of Precast Cemenet Concrete Km Stone of Approved shape and Size Including Earthwork in Trenching laying of cement concrete block Framework,Painting ,Writing ,Carraige all complete

11

165000

15000

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Installation of informatory boards, quotationary board and warning boards , retroreflective type

15

172995

11533

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Maintenance Cost for 5 Years

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-

-

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1st Year

1

631200

631200

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2nd Year

1

946800

946800

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3rd Year

1

1262400

1262400

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4th Year

1

1578000

1578000

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5th Year

1

1893600

1893600



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