Public Works Department Tender

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Public Works Department - PWD Tender

Civil And Construction
Road Construction
Eprocure
Opening Date2 Jun 2023
Closing Date19 Jun 2023
Tender Amount₹ 2,42,87,000 
Notes
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Costs

Summary

Improvement Upgradation Of Batpora Tangpora Tangchatter Road At Kangan Under Nabard Ridf Xxviii Length 2.00 Kms

Description

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BOQ Items

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DO_NOT_SHOW

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Supply, stacking and laying of WBM grade 2nd with specified graded stone aggregate 63mm - 45mm size broken quarry stone @0.92cum/10 sqm and using of screening 11.20mm size @ 0.135cum/10sqm and binding material @0.06cum/10sqm of road surface including sorting, spreading to template, watering and consolidation to required gradient and camber with (80-100) KN road roller all inclusive leads, lifts, loading, unloading, head load if any and carriage of materials from approved source to site of work complete (To be laid as per guide line of MOST specification). Finished work to be measured and paid.

547.5

1159955

2118.64

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(C) Construction Of Cement Concrete Concrete Drain

-

-

-

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Earth work excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth 1.5mtrs in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50M and lift upto 1.50 M, disposal earth to be levelled and neatly dressed incl. dewatering etc as per the directions of Engineer Incharge complete.

500

108830

217.66

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P/L, of stone soling 75 mm nominal size duly hand packed with ramming, dressing, watering and compacting complete job.

150

127117

847.45

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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to floor V-level in 1:4:8 (1cement: 4 coarse, sand: 8 graded stone aggregate of 40 mm Nominal size (Crushed) complete.

100

440923

4409.23

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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to Plinth level in 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate of 20 mm Nominal size (Crushed) complete .

255

1239039

4858.98

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Centering and shuttering incld. strutting ,propping etc. and removal of form work in foundation footings, suspended floors,Surfaace Drain etc complete.

1000

242660

242.66

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12mm thick cement plaster in 1:6 mix (1 cement 6 sand) complete.

1700

383503

225.59

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50mm cement concrete flooring in 1:2:4 (1 cement: 2coarse sand: 4 graded stone agg., 20mm nominal size finished with a floating coat of neat cement slurry complete.

250

119097

476.39

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Carriage of Material:- Stone agg. 40mm avg lead of 20 Kms

326.63

113471

347.4

... More
Sand for an average lead of 20 Kms

174.33

60562

347.4

... More
(D) Construction Of R/Wall

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-

-

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Earth work in bulk excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres incl. dewatering: All kinds of soil :

221.13

48131

217.66

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P/L of dry stone soling duly hand packed with ramming, dressing, watering and compacting all inclusive leads, lifts, loading, un-loading, cost and carriage of material involved complete.

34.02

28830

847.45

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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to floor V-level in 1:4:8 (1cement: 4 coarse, sand: 8 graded stone aggregate of 40 mm Nominal size (Crushed) etc complete job.

34.02

150002

4409.23

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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing within 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate of 20 mm Nominal size (Crushed) etc complete job.

426.44

2733838

6410.84

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Centering and shuttering incld. strutting ,propping etc. and removal of form work in foundation footings, suspended floors,R/Wall, walls (any thickness) incl. carriage etc complete job.

1263.6

673498

533

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Supplying, stacking and filling of 2nd class stones behind R/Wall including spreading, dressing consolidation with D.R.R of 08-10 tonne capacity to the required gradient and camber from approved soure to site of work incl. carriage etc complete job.

189.54

152594

805.08

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Providing/fixing and placing PVC pipe of prince quality (B-Type) of required length at required spacing for weep holes complete.

97

24660

254.23

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Carriage of Material:- Stone agg. 40mm avg lead of 20 Kms

409.8

142364

347.4

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Sand for an average lead of 20 Kms

207.2

71981

347.4

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(E) Construction Of B/Wall

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-

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Earth work in bulk excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres incl. dewatering: All kinds of soil :

161

35043

217.66

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P/L of dry stone soling duly hand packed with ramming, dressing, watering and compacting all inclusive leads, lifts, loading, un-loading, cost and carriage of material involved complete.

16.1

13643

847.45

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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to floor V-level in 1:4:8 (1cement: 4 coarse, sand: 8 graded stone aggregate of 40 mm Nominal size (Crushed) etc complete job.

16.1

70988

4409.23

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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing within 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate of 20 mm Nominal size (Crushed) etc complete job.

151.74

972780

6410.84

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Centering and shuttering incld. strutting ,propping etc. and removal of form work in foundation footings, suspended floors,R/Wall, walls (any thickness) incl. carriage etc complete job.

466.91

248863

533

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Providing/fixing and placing PVC pipe of prince quality (B-Type) of required length at required spacing for weep holes complete.

39

9914

254.23

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Carriage of Material:- Stone agg. 40mm avg lead of 20 Kms

149.37

51891

347.4

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Sand for an average lead of 20 Kms

75.52

26235

347.4

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(F) Supply/laying of RCC spun pipes incl. aligning/cushioning etc incl. carriage complete.

-

-

-

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9" dia RCC pipes

45

106779

2372.88

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12" dia RCC pipes

45

114406

2542.37

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18" dia RCC pipes

30

114406

3813.55

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36" dia RCC pipes

20

161016

8050.84

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(G) Construction Of 1 x 5 Mtr. Span RCC Slab Culvert

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-

-

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Earth work in excavation by manual/mechanical means in trenches for foundations of structures, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres incl. dewatering: All kinds of soil :

56.87

12378

217.66

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P/L of dry stone soling (Nallah) duly hand packed with ramming, dressing, watering and compacting all inclusive leads, lifts, loading, un-loading, cost and carriage of material involved complete.

5.76

4881

847.45

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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to floor V-level in 1:4:8 (1cement: 4 coarse, sand: 8 graded stone aggregate of 40 mm Nominal size (Crushed)etc complete job.

3.84

16931

4409.23

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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 and reinforcement. in 1:1.5:3 (1cement: 1.5 coarse sand: 3 graded stone aggregate of 20 mm Nominal size upto Plinth Level etc complete job.

15.36

101381

6600.33

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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) complete.

18.62

154985

8323.6

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P/L, in position reinforced cement concrete of specified grade excluding the cost of centering & shuttering. in 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate of 20 mm Nominal size upto Plinth Level etc complete job.

61.92

345872

5585.8

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Reinforcement for RCC work including straightening ,cutting ,bending, placing in position and binding all complete (Thermo Mechanically treated bars)

4077.6

425701

104.4

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Centering and shuttering incld. strutting ,propping etc. and removal of form work for Foundations, footings, bases of columns etc. for mass concrete. incl. carriage etc complete job.

14.72

3571

242.63

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Centering and shuttering incld. strutting ,propping etc. and removal of form work for Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. incl. carriage etc complete job.

149.2

79523

533

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Providing and Laying of filter media with granular nallah bed materials to a thickness of not less than 600mm with smaller size towards the soil & bigger Size towards the wall & provided over the entire surface behind abutmrnts, wing wall & R/wall to the full height compacted to a firm condition complete incl. all leads, lifts, loading, unloading and carriage etc complete.

32.76

23598

720.33

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Carriage of Material:- Stone agg. 40mm avg lead of 20 Kms

88.76

30835

347.4

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Sand for an average lead of 20 Kms

45

15633

347.4

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(H) Pavement

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-

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Providing laying compacting graded stone aggregate to Wet-Mix Macadam specification incl. premixing the material with water at OMC in mechnical mix plant carriage of mixed material by tipperto site laying in uniform layers with paver in sub-Base/Base course on well prepeard surface and rollingwith vibrator roller to achive the desired density and compacted thickness incl. all loading, un-loading and all carriages upto site of work (75mm compacted thickness)

547.5

875047

1598.26

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Providing and applying tack coat using hot straight run bitumen of V-G 10 Grade on the prepared surface and cleaned with hydraulic broom as per technical specification clause 503 of MOST specifications incld. Carriage of materials loading, unloading incld. All taxes involved on account of labour and material incld. cost of bitumen. On WBM surface @0.75kg/sqm.

7300

459900

63

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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 mm compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.

365

2657367

7280.46

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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 incl. carriage. 25mm 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 Type Hot Mix Plant of 60-90 TPH capacity.

7300

1813174

248.38

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Providing and laying 6mm thick seal 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 incl. all carriage all complete.

7300

627289

85.93

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Maintenance Cost for 5 Years

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-

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1st Year

1

221100

221100

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2nd Year

1

331650

331650

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3rd Year

1

442200

442200

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4th Year

1

552750

552750

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5th Year

1

663300

663300



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