Yamuna Expressway Industrial Development Authority Tender

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Yamuna Expressway Industrial Development Authority - YEIDA Tender

Works
Civil And Construction
Eprocure
Opening Date6 Mar 2025
Closing Soon20 Mar 2025
Tender Amount₹ 17,89,53,992 
Notes
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Costs

Summary

Internal Development Work Of Transport Nagar In Sector-33 Yeida.wc-03

Description

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BOQ Items

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Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).

14532.74

9

139514.3

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Supply & Stacking at site: 90mm to 45mm Size stone aggregate . UPPWD SOR 2020/DAR-18/16.3.1

3629.55

2850

10346576.71

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63 mm to 45 mm Size stone aggregate . UPPWD SOR 2020/DAR-18/16.3.2

8809.62

2904

25584017.44

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53 mm to 22.4 mm Size stone aggregate . UPPWD SOR 2020/DAR-18/16.3.3

2578.07

2968

7651711.76

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Laying spreading and compacting stone aggregate of specified sizes to W.B.M specification including spreading in uniform thickness,hand picking, rolling with 3 wheel-ed road /vibratory roller 8-10 tonne in stage to proper grade and camber ,applying and brooming requisite type of screening / bin-ding material to fill up interstices of coarse aggregate watering and compacting to the required density. Based on UPPWD SOR 2020/17.6.1/P-177

15017.24

381

5722319.3

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Supply & Stacking of Morrum at site. UPPWD SOR 2020/16.3.10/P-240

3412.68

2935

10017751.51

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Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With F.P.S. bricks of class esignation 150. UPPWD SOR 2020/16.7.1

7101

139

993784.95

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Providing and applying primer coat with grade bitumen 80/100 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means.

27870.99

27

778994.17

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Providing and applying Tack coat on prepared surface with bitumen 80/100 in boiler and spraying the emulsion with spray set fitted on bitumen boiler including clearing , preparing the existing road surface as per specification on granular Base such as W.B.M. and W.M.M. surface not bitumen primed with 2.5 Kg Of bitumen for 10 sqm.

27870.99

12

340026.08

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Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the 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 Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. Based on UPPWD SOR 2020/AR/ YEIDA

27870.99

205

5714667.79

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Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete Laying for Service crossing @ 250mtr apart

984.96

72

71705.09

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Providing and carting of following dia rcc hume pipe s&s NP-3 class &specials in site of work lowering the same into trenches in depth up to alignment jointing with 1;2 cement morter in coarse sand including excavation of earth below invert level of pipe. a)250 mm dia Based on UPPWD SOR 2020/

480

707

339720

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Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.l. surface box 350x350 mm. top and 165 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) 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: With F.P.S. bricks Based on UPPWD SOR 2020/18.36.1

30

6741

202231.5

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Cement concrete with 4cm Guage Approved Stone ballast , Coarse Sand& Cement in the proportion of 8:4:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work. UPPWD/SOR/281/P-17

16.87

5820

98183.4

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M-150 Brick Work in 1:4 cement & Coarse sand 2.20 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work.

34.49

4950

170725.5

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12 mm cement plaster of mix : 1:6 (1cement :6 coarse sand) (DAR/13.4.2/Based on UPPWD/SOR-2020))

97.8

164

16117.44

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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

24.78

6899

170977.04

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White washing with lime to give an even shade: New work (three or more coats)

326

16

5216

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Drainage Work:

-

-

-

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Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./YEIDA/Based on UPPWD/SOR-2020))

-

-

-

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Depth from 0.0 to 1.5 M below G.L.

133.22

72

9698.42

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Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (UPPWD/SOR-2020/281)

615.78

5820

3583839.6

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Centering and shuttering including strutting, propping etc. and removal of form for all heights :

-

-

-

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Foundations, footings, bases of columns, etc. for mass concrete. (DAR/5.9.1/Based on UPPWD/SOR-2020))

2053.8

181

373072.77

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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DAR/5.9.2/Based on UPPWD/SOR-2020))

32478.68

335

10898221.07

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Suspended floors, roofs, landings, balconies and access platform (DAR/5.9.3/Based on UPPWD/SOR-2020))

148.8

386

57488.88

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Edges of slabs and breaks in floors and walls: Above 20 cms wide. (DAR/5.9.16.1/Based on UPPWD/SOR-2020))

163.85

560

91796.96

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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 but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard 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/ less cement used as per design mix is payable/recoverable separately).

-

-

-

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All works upto plinth level. (DAR/5.33.1/Based on UPPWD/SOR-2020))

3448.08

7849

27066221.17

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

-

-

-

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Thermo-Mechanically Treated bars of grade Fe-500D or more./Cold twisted bars. (DAR/5.22.6/Based on UPPWD/SOR-2020))

270674.28

92

24956168.62

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Sewer Work:

-

-

-

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Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./YEIDA/Based on UPPWD/SOR-2020))

-

-

-

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Depth from 0.0 to 1.5 M below G.L.

2016.35

72

146790.28

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Depth from 1.5 to 3.0 M below G.L.

4.38

87

384.56

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Providing and Laying of following dia Rcc hume pipe s&s NP-2 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe. 250mm dia Np2 pipe UP PWD SOR 2020/ 19.6.3/ AR

2592.9

591

1533959.64

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Providing and Laying of following dia Rcc hume pipe s&s NP-3 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe. 250mm Np3 pipe UP PWD SOR 2020/ 19.6.3/ AR

124.09

707

87824.7

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Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-2 pipe of following diameter including centring shuttering but excluding excavation. (AR/YEIDA/Based on UPPWD/SOR-2020)

-

-

-

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250mm dia NP-2 concrete cradle

2494.46

369

921702.97

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Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-3 pipe of following diameter including centring shuttering but excluding excavation. (AR/YEIDA/Based on UPPWD/SOR-2020)

-

-

-

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250mm dia NP-3 concrete cradle

119.72

375

45002.75

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Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :

-

-

-

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0.91 m deep with SFRC cover and frame (heavy duty, HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :

-

-

-

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With bricks of class designation-150 (DAR/19.9.1.1/Based on UPPWD/SOR-2020))

81

9672

783492.75

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Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond 0.91 to 1.67 m: With bricks of class designation-150 (DAR/19.14.1/Based on UPPWD/SOR-2020))

40.09

4890

196042.1

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Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :

-

-

-

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1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :

-

-

-

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With bricks of class designation-150 (DAR/19.11.1.1/Based on UPPWD/SOR-2020))

37

18398

680726

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Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68m to 2.29m: With bricks of class designation-150 (DAR/19.12.1/Based on UPPWD/SOR-2020))

8.81

6306

55561.59

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Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :

-

-

-

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2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :

-

-

-

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With bricks of class designation-150 (DAR/19.13.1.1/Based on UPPWD/SOR-2020))

8

38724

309794.8

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Extra depth for circular type manhole 1.52m internal dia (at bottom) beyond 2.30m: With bricks of class designation-150 (DAR/19.14.1/Based on UPPWD/SOR-2020))

0.8

14933

11946.4

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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DAR/19.16/Based on UPPWD/SOR-2020))

759

316

240261.45

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Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-3 pipe of following diameter including centring shuttering but excluding excavation. (AR/YEIDA/Based on UPPWD/SOR-2020)

21.49

5820

125071.8

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M-150 brick work in 1:4 one cement and four course sand 2.20 F.M. mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a)

20.63

4950

102118.5

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Providing and Laying of following dia RCC hume pipe S&S NP-2 class & specials in site of work lowering the same into trenches in depth upto 1.50m below G.L. true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe. (AR/YEIDA/Based on UPPWD/SOR-2020)

-

-

-

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150mm dia

900

315

284175

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Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-2 pipe of following diameter including centring shuttering but excluding excavation. (AR/YEIDA/Based on UPPWD/SOR-2020)

-

-

-

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150mm dia NP-2 concrete cradle

831

218

181241.1

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Constructing masonry Chamber 60x60x75 cm, 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 and 160 mm bottom diameter and 180mm 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), including 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 :

-

-

-

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With bricks of class designation-7.5(DAR/18.33.1/Based on UPPWD/SOR-2020))

150

6741

1011157.5

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Water Supply Work:

-

-

-

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Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./YEIDA/Based on UPPWD/SOR-2020))

-

-

-

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Depth from 0.0 to 1.5 M below G.L.

2722.5

72

198198

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Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329: DAR-18 / 18.72 100 mm dia

3300

1271

4194630

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Cost of Fitting @ 10%

3300

127

419463

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Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket DAR-18 / 18.70.1 100mm dia

550

57

31817.5

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Providing and fixing Sluice valve as per ISS: 780 class PN 1 ISI mark including supply of jointing material such as bolts and nuts rubber insertion , while lead, testing etc complete (The tail piece will be paid seperately tapers etc. if required will be paid seperately). DAR-18/18.31.1.2 100mm dia

6

3647

21882.6

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Providing and fixing spindle fire hydrant with 80mm outlet complete with bolts , nuts and rubber insertions etc.100 mm dia

4

3647

14588.4

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Providing and fixing 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) : 80 mm dia

2

5358

10716

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Providing and fixing Scour valve as per ISS : 780 class PN 1.0 ISI mark including supply of jointing materials such as bolts , nuts rubber insertion etc. Complet ( The tail piece will be paid seperately tapers etc. if required will be paid seperately).

2

3647

7294.2

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Constructing masonry Chamber 60x60x75 cm, 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 and 160 mm bottom diameter and 180mm 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), including 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 :

-

-

-

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With bricks of class designation-7.5(DAR/18.33.1/Based on UPPWD/SOR-2020))

14

6741

94374.7



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