Agra Development Authority Tender

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Agra Development Authority - ADA Tender

Works
Civil And Construction
Eprocure
Opening Date12 Jun 2018
Closing Date20 Jun 2018
Tender Amount₹ 1,52,96,000 
Notes
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Costs

Summary

Tender for Internal development work of four-storey 112 Samajvadi Affordable Houses in front of Sector-C-1 of Shastripuram Residential Yojna

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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water to O.M.C. in mechnical mix plant carries 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 (S.I. No. 4.12 (table-400-11)(53-22.40mm@30%, 22.40-4.75mm@40%, 2.36mm & Below 30%)

103

279851

2717

... More
Providing and applying primer coat with bitumen emulsion (S.S.) on prepared surface of granular base including clearing of road surface and spraying primer @ 0.75 kg/sqm. (S.S. Grade) using mechanical broom including all taxes complete as per MORT&H specification No. 503

684

17100

25

... More
Providing and laying Bitumious Macadam with 60-90 TPH Batch type hot mix plant producing an average out put of 25 TPH, Ussing Crushed stone aggregates of specifide grading as given below, Primixed with Bituminous Binder @ 3.3% of mix and filler, Transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignmemt, rolling with smooth wheeled vibratory and tandem roller to achieve desired compaction as per MORTH specification clause No. 501.6 and 501.7 complete in all respect. 50mm to 80 mm thick using VG-30 Bitumen. (25-10mm@40%, 10-5mm@40%, 5mm & Below 20%)

73.5

202860

2760

... More
Providing and laying Tack Coat with VG-10 bitumen using pressure distrubutor @0.30 kg./m2 on prepared bituminous surface, clearing of road surface machanical broom including cost of bitumen T&P labour & all taxes complete as per MORT&H specification No.

666

6793

10.2

... More
Providing and laying Semi Dense Bituminous Concrete with 60-90 TPH Batch type hot mix plant producing an average out put of 75 TPH, Ussing Crushed stone aggregates of specifide grading as given below, Primixed with Bituminous Binder @ 4.5% of mix and filler, Transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignmemt, rolling with smooth wheeled vibratory and tandem roller to achieve desired compaction as per MORTH specification clause No. 508 complete in all respect. 25 mm thick using VG-30 Bitumen. (with 9.50-4.70mm@57%, 4.75mm & Below 41% and 2% filler)

38.5

119350

3100

... More
Laying of 80mm thick Rubber Moulded I shapped precast Interlocking tiles (Compressive strength not less than 30Mpa and weight 4.50kg) including local sand base levelling and dressing of surface to required level and slope filling joints with local sand all complete work including VA. (SOR-2017-18/Chapter-20 N.I.-19)

2150

1892000

880

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Brick edging on both side of the road of M-150 bricks 8cm. (3") wide and 12cm (4½") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge. (S.I. No. 765 SOR 2017-18)

0.18

12144

69000

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Cartage of surplus earth at a distance of 5.00km. (SOR-2017-18)

1040

143936

138.4

... More
Drain work

-

-

-

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Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches.(S.I.No.251) SOR-2017-18 (Rate includes royalty of earth)

218

28340

130

... More
Providing and laying cement concrete in 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and curing complete, including cost of iron work in foundation and floors completion of the work as per direction of E/I. (S.I. No. 274 SOR-2017-18)

69

269100

3900

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Class-150 brick work in 1:4 Cement and Coarse sand of 2.25 fineness modulous mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work as per direction of E / I. (S.I No. 305)/2017-18

117

549900

4700

... More
12mm Thick cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth, chamfers and finished even and smooth. (SOR 2017-18) (a)1 cement : 4 fine sand

411

57540

140

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Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I. (S.I No. 279(a) (SOR 2017-18)

17

107950

6350

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R.C.C Work with cement approved coarse sand and 2cm. (¾") gauge approved stone ballast in the proportion 1:1½:3 in Slab excluding supply of reinforcement and its bending the same with 24 BWGI binding wire and including nesessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. required for proper completion of the work. (SI.No-283 (SOR 2017-18)

36.5

304775

8350

... More
Mild steel or iron work in plain work such as reinforced concerete or reinforced brick work (when not included in an overall retes) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage, bend, hooks and authorised overlapping shall be measured upto floor two level (SI.No-504 SOR-2017-18) (a) 10mm to 32mm tor

36

212760

5910

... More
Sewer work

-

-

-

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Dismantling of flexible pavment and disposal of dismantle material upto a lead of 1000meters, stacking seviceable and unseviceable materials separately. (Item No. 20 chapter 20 SOR 2017-18)

14

3780

270

... More
Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches.(S.I.No.251) SOR-2017-18 (a) 0.00-1.50 M

751

97630

130

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(b) 1.50-3.00 M

3

435

145

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P/L/J of RCC Hume pipe class NP2 including supply of all materials, labour, including coller and T&P etc complete. (a) 250mm (DSR)

672

323937

482.05

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(b) 300mm (DSR)

230

119266

518.55

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Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I. (S.I No. 279(a) (SOR 2017-18)

56.5

358775

6350

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Supply of all materials, labour, T&P etc. and construction of man hole 1.00x1.20x1.50 internal size, excavation upto 1.65 mt depth, 15cm thick base concrete of 1:5:10 C.C., masonary work with M-150 brick with 1:4 cement & coarse sand mortar in 1.35 mtr. heaving all walls 34.5 cm thick plastered with 12mm thick plaster in 1:4 cement & fine sand mortar with neat finish, 4cm thick floor with 1:2:4 C.C., 15cm thick RCC slab in 1:1.5:3 cement, coarse sand & 20mm stone grit with reinforcement @ of 1.20% of CC work & fixing of 4 No. footrest of 16mm dia bar length 1.20 mtr., including man hole cover made of ferrow cement 60cm dia heavy duty with frame including back filling of trenches ramming watering and disposal of surplus earth near by local pits etc all complete. Analysis attached based on SOR 2017-18

10

243800

24380

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Supply of all materials, labour, T&P etc. and construction of connecting chamber 0.60x0.60x1.50 mtr internal size, excavation upto 1.65 mt depth, 15cm thick base concrete of 1:5:10 C.C., masonary work with M-150 brick with 1:4 cement & coarse sand mortar in 1.40 mtr. heaving all walls 23cm thick plastered with 12mm thick plaster in 1:4 cement & fine sand mortar with neat finish, 4cm thick floor with 1:2:4 C.C., of CC work & fixing of 4 No. footrest of 16mm dia bar length 1.20 mtr., including man hole cover made of ferrow cement 60cm dia heavy duty with frame including back filling of trenches ramming watering and disposal of surplus earth near by local pits etc all complete. Analysis attached based on SOR 2017-18

34

309978

9117

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Constructing brick masonary chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : SOR 2017-18 chapter 25 item no. 7 on page 61 (a) Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation M-150 (Item No. 7 on page 61)

84

325500

3875

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Addition/subtraction of masonary shaft of man hole (size 1.00x1.20Mtr) excavation upto 1.00mtr. Depth, brick work in 1:4 cement & coarse sand mortar heaving all walls 34.5cm thick in 1.00 mtr. height plaster with 1:4 cement & fine sand mortar with neat finish and fixing of 3 No. footrest of 16mm dia bar length 1.20 mtr, etc all complete. Analysis attached based on SOR 2017-18

2

-21402

-10701

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Addition/subtraction of masonary shaft of connecting chamber (size 0.60x0.60Mtr) internal size excavation upto 1.00mtr. Depth, brick work in 1:4 cement & coarse sand mortar heaving all walls 23cm thick in 1.00 mtr. height plaster with 1:4 cement & fine sand mortar with neat finish and fixing of 3 No. footrest of 16mm dia bar length 1.20 mtr, etc all complete. Analysis attached based on SOR 2017-18

6.8

-30878

-4541

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Extra for depth beyond 45 cm of brick masonry chamber SOR 2017-18 chapter 25 Item No. 8 page 61 (a) Size 455x610 mm

12.6

14049

1115

... More
Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : SOR 2017-18 chapter 25 Item No. 13 page 62 (a) 150 mm dia

2

680

340

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Water main

-

-

-

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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 80 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia (PWD SOR 2017-18 chapter 25 Item No. 12 page 62)

500

85000

170

... More
Supply/Carting, Laying and Jointing PVC pipe bearing pressure 6 kg./cm2 ISI mark with socket including supply of all material T&P etc required for proper completion of work. (SOR 2017-18) (a) 110mm

500

177500

355

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Supply of PVC specials bearing pressure 6kg./cm2 ISI mark as following. (SOR 2017-18) (a) PVC Tee Size 110mm of 6kg/cm2 pressure ISI Mark

5

885

177

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PVC Bend/Elbow Size 110mm of 6kg/cm2 pressure ISI Mark (SOR 2017-18)

6

372

62

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Providing and fixing C.I. sluice valve (with cap) complete with bolts, nuts rubber insertions etc (The tail pieces if required will be paid separately) SOR 2017-18 Chapter-23 Item No. 20(A) 100mm diameter Class I

3

9390

3130

... More
Providing and fixing 50mm dia C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) (18.59.1/DSR-2016)

1

4662

4662.45

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Providing and fixing C.I. Sluice valve (with cap) complete with bolts, nuts rubber insertions etc (The tail pieces if required will be paid separately) 18.31.1 100mm diameter class-I (Rate for S.V. & Fire Hydrant are same) as per above item no. 33

1

3317

3317.55

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Constructing masonry Chamber 0.90x0.90x1.00m inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR-2016)

4

46688

11672

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Constructing masonry Chamber 0.60x0.60x0.75 mt Inside brick work with common burnt clay F.P.S.(non modular) bricks of class designation 150 in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar :3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design (SOR 2017-18 chapter 23 item no. 18(a)

1

6150

6150

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Providing and laying S&S C.I. Standard specials suitable for IS : 1538: (18.61 Up to 300 mm dia Year 2016) DSR

6

39750

6625.1

... More
Making Connection with existing water main upto 300 dia. (DSR)

1

500

500

... More
Supply of different dia D joint (SOR 2017-18) (a) Size 100mm

8

1688

211

... More
Boundry Wall

-

-

-

... More
Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches.(S.I.No.251) SOR-2017-18 (Rate includes royalty of earth)

159

20670

130

... More
Providing and laying cement concrete in 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and curing complete, including cost of iron work in foundation and floors completion of the work as per direction of E/I. (S.I. No. 274 SOR-2017-18)

27.5

107250

3900

... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering, finishing and but excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. (PWD SOR 2017-18 chapter 5 S.I. No. 19(New) (a) upto plinth level (Item No. 19(i))

72

576000

8000

... More
(b) above plinth level (Item No. 19(ii))

31

291400

9400

... More
Class-150 (Non Modular) brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work. (S.I. No. 303/SOR 2017-18)

97

436500

4500

... More
Class-150 (Non Modular) brick work in 1:6 cement and Coarse sand mortar in super structure above plinth level upto floor five level (upto five stories) including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than 12cm. (S.I. No. 303+309/SOR 2017-18)

115.13

559531

4860

... More
Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in super structure above plinth level upto floor five level (upto five stories) including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall 12cm. and below (S.I. No. 305+310(a)/SOR 2017-18)

6.27

32666

5210

... More
Mild steel or iron work in plain work such as reinforced concerete or reinforced brick work (when not included in an overall retes) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage, bend, hooks and authorised overlapping shall be measured upto floor two level (SI.No-504 SOR-2017-18) (a) 10mm to 32mm tor

101.07

597323

5910

... More
Mild steel and iron work of small size and section such as holding down Bolts, hold fasts, tierods, grating, etc. (When not included in and over all rates) brought to required form including supply of steel and its wastage including cost of bolts, nuts if required for proper completion of work including fabrication of holes in door chaukhats and nosing. (SI.No-502 SOR-2017-18)

562

33214

59.1

... More
Mild steel or iron work in heavy sizes such as trusses, built up gates record rack, roof work, gates etc. brought to required form including drilling holes revitting or welding where necessary, and also including supply of steel bolts, nuts, wastage etc. and their fixing require for proper completion of the work. (SI.No-503 SOR-2017-18)

740

43734

59.1

... More
Same as item no. 48 above but for fabrication of grill.

1950

115245

59.1

... More
Providing barbed iron wire fencing including fixing it to post after stretching it including labour and tools and plants etc. required for proper completion of the work also including supply of wires and excluding supply of posts. (PWD SOR 2017-18 Chapter 10 Item No. 11 page 26)

268

2160

8.06

... More
12mm Thick cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth, chamfers and finished even and smooth. (SOR 2017-18, SI No. 582(iv)) (a) 1 cement : 4 fine sand

950

133000

140

... More
15mm Cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. (SOR 2017-18) (SOR 2015-16, SI No. 583(iv)) (a) 1 cement : 4 fine sand

225

33750

150

... More
Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade and undacorated wall surface to give even shade over @ 1.25 Ltr/10sqm including one coat of primer applid @ 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work.for two coat. (SOR 2017-18 Chapter 15 Item No. 31 page 38)

1175

152750

130

... More
Applying priming coat over new steel and other metal surface upto 10cm. In width or girth or small not exceeding 0.10 Sq.M. area after and including preparing the surface by thoroughly clearing oil, grease, dirt and other foreign matter and scoured with wire brushed, fine steel/wood. Scrapper, sand papering and knotting including cost of all materials, labour T&P etc. required for proper completion of work. (SOR 2017-18 Item No. 1(a))

180

16470

91.5

... More
Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet). (SOR 2017-18 S.I. No. 692 )

108

51192

474

... More
Deduct the cost of Boulder. (SOR 2017-18 S.I. No. 3(d)(A)

64.8

-30780

-475

... More
Park & Lawn

-

-

-

... More
Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches.(S.I.No.251) SOR-2017-18 (Rate includes royalty of earth)

11

1430

130

... More
Providing and laying cement concrete in 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and curing complete, including cost of iron work in foundation and floors completion of the work as per direction of E/I. (S.I. No. 274 SOR-2017-18)

34

132600

3900

... More
Class-150 (Non Modular) brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work. (S.I. No. 303/SOR 2017-18)

83

373500

4500

... More
Class-150 (Non Modular) brick work in 1:6 cement and Coarse sand mortar in super structure above plinth level upto floor five level (upto five stories) including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than 12cm. (S.I. No. 303+309/SOR 2017-18)

30.5

148230

4860

... More
12mm Thick cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth, chamfers and finished even and smooth. (SOR 20117-18 SI No. 582(iv)) (a) 1 cement : 4 fine sand

196

27440

140

... More
15mm Cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. (SOR 2017-18) (SOR 2015-16, SI No. 583(iv)) (a) 1 cement : 4 fine sand

156

23400

150

... More
R.C.C Work with cement approved coarse sand and 2cm. (¾") gauge approved stone ballast in the proportion 1:1½:3 in Slab excluding supply of reinforcement and its bending the same with 24 BWGI binding wire and including nesessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. required for proper completion of the work. (SI.No-283 (SOR 2017-18)

1.65

13777

8350

... More
Mild steel or iron work in plain work such as reinforced concerete or reinforced brick work (when not included in an overall retes) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage, bend, hooks and authorised overlapping shall be measured upto floor two level (SI.No-504 SOR-2017-18) (a) 10mm to 32mm tor

1.3

7683

5910

... More
Mild steel and iron work of small size and section such as holding down Bolts, hold fasts, tierods, grating, etc. (When not included in and over all rates) brought to required form including supply of steel and its wastage including cost of bolts, nuts if required for proper completion of work including fabrication of holes in door chaukhats and nosing. (SI.No-502 SOR-2017-18) Fabrication of grill/stairs case railing

1410

83331

59.1

... More
Mild steel or iron work in heavy sizes such as trusses, built up gates record rack, roof work, gates etc. brought to required form including drilling holes revitting or welding where necessary, and also including supply of steel bolts, nuts, wastage etc. and their fixing require for proper completion of the work. (SI.No-503 SOR-2017-18)

141

8333

59.1

... More
Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I. (S.I No. 279(a) (SOR 2017-18)

84

533400

6350

... More
Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade and undacorated wall surface to give even shade over @ 1.25 Ltr/10sqm including one coat of primer applid @ 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work.for two coat. (SI.No-31 chapter 15 page 38, SOR-2017-18)

350.58

45575

130

... More
Construction of Granual sub-Base (GSB) by providing coarse graded material, spreading in uniform layers with moter grader surface, mixing by mix in place method with rotavator at OMC & compacting with vibratory power roller to achieve the desired density, complete as per clause Table-400-2 S.N. 4.2 (C) MORT&H specification no. 401 grading size 53.00-26.50 mm @ 35%, 26.50-4.75 mm @ 45% and 2.36 mm & below @ 20% (Analysis)

29

75980

2620

... More
Laying of 80mm thick Rubber Moulded I shapped precast Interlocking tiles (Compressive strength not less than 30Mpa and weight 4.50kg) including local sand base levelling and dressing of surface to required level and slope filling joints with local sand all complete work including VA. (SOR-2017-18/Chapter-20 N.I.-19)

290

255200

880

... More
Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50 M in depth & earth-work in embankment to be in 20 Cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 M lift and 30 M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by the Engineer-in-charge. (S.I No. 253, SOR-2017-18) (Rate including royalty of earth)

1480

214600

145

... More
Cartage of surplus earth at a distance of 5.00km. (SOR-2017-18)

1480

204832

138.4

... More
Sand filling in plinth excluding supply of necessary quantity of sand from a distance not exceeding 8 Kms from the side of work and including watering dressing etc. required for proper completion of work (Lead upto 30m & lift 1.5m) (labour only) (S.I No. 255, SOR-2017-18)

65

3900

60

... More
Rain Water Harvesting (Two Unit)

-

-

-

... More
Drilling of tube well boring by R.C. Method etc all complete (300 mm dia).DSR 23.1.1.1/2016

70

25949

370.7

... More
Lower & Fixing of PVC pipe 6 kg./cm2 including socket etc all complete as follows. (a) Ribbed pipe 150 mm dia. (DSR 23.4.2/16)

20

10587

529.35

... More
(b) Blind pipe 150 mm dia. (DSR 23.3.2/16)

54

30904

572.3

... More
Supply & Lowering surrounding of pipe pee gravel size 5-10 mm size screening of gavel etc all complete. (DSR)

3.6

8244

2290

... More
Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches.(S.I.No.251) 0.00-1.50 M BGL (Rate includes royalty of earth) SOR 2017-18

436

56680

130

... More
1.50-3.00 M BGL (SOR 2017-18 S.I. No. 254+251)

71

9372

132

... More
Providing and laying cement concrete in 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work in foundation and floors-completion of the work as per direction of E/ I. (S.I No. 274) SOR 2017-18

23

89700

3900

... More
M-150 brick work in foundation 1:4 cement and coarse sand of 2.25 FM etc all complete. (SOR-2017-18/S.I. No. 305)

62

291400

4700

... More
12mm Thick cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth, chamfers and finished even and smooth. (SOR 2017-18) (a)1 cement : 4 fine sand

108

15120

140

... More
Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I. (S.I No. 279) SOR 2017-18

5

31750

6350

... More
Supply and laying 45-90 stone ballast etc all complete. (S.I No. 3(a) SOR 2017-18

12

14820

1235

... More
Supply coarse sand approved quality. (S.I No. 11(a) SOR 2017-18

12

31200

2600

... More
S/F 110 mm dia PVC pipe 6 kg/cm2. (CH-22 S.I. No. 32)

290

102950

355

... More
S/F 140 mm dia PVC pipe 6 kg/cm2.(CH-22 S.I. No. 32)

210

95550

455

... More
S/F PVC fitting as follws (a) PVC Bend/Elbow Size 110mm of 6kg/cm2 pressure ISI Mark (SOR 2017-18)

50

3100

62

... More
R.C.C Work with cement approved coarse sand and 2cm. (¾") gauge approved stone ballast in the proportion 1:1½:3 in Slab excluding supply of reinforcement and its bending the same with 24 BWGI binding wire and including nesessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. required for proper completion of the work. (SI.No-283 (SOR 2017-18)

14.5

121075

8350

... More
Mild steel or iron work in plain work such as reinforced concerete or reinforced brick work (when not included in an overall retes) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage, bend, hooks and authorised overlapping shall be measured upto floor two level (SI.No-504 SOR-2017-18) (a) 10mm to 32mm tor

14.5

85695

5910

... More
Providing and Fixing of ferrow cement Man hole cover with frame complete in all respect. Heavy duty ferro cement M.H. cover with frame 600 dia. fixed with 1:2:4 PCC. (DSR 7136)

2

2450

1225

... More
P/Laying of Nylon Plastic jali heavy quality etc all complete. (DSR)

32

2080

65

... More
Providing and laying flate bricks in floor in dry joints etc all complete. (S.I. No. 619/2017-18)

24

8280

345



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