Ghaziabad Development Authority Tender

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Ghaziabad Development Authority - GDA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date14 Dec 2023
Closing Date16 Jan 2024
Tender Amount₹ 7,17,40,310 
Notes
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Costs

Description

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Documents
Construction of 30.00 mt wide zonal road from (Bhatta no-5 to Aggarwal Heights) including drainage and sewrage system in Rajnagar Extention.
Construction of 30.00 mt wide zonal road from (Bhatta no-5 to Aggarwal Heights) including drainage and sewrage system in Rajnagar Extention.
Construction of 30.00 mt wide zonal road from (Bhatta no-5 to Aggarwal Heights) including drainage and sewrage system in Rajnagar Extention.
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BOQ Items

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Providing, laying spreading and compaction wet mix macadam (W.M.M) specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed materials by tipper to site laying in uniform layers with paver in sub-base /base cours on well preparsd surface and compacting with vibratory roller to achieve the desired density as per MORTH specification clause 406 Complete in all respects. (A.R)

2661.35

10560236

3968

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Providing and applying Primer Coat with bitumen 80/100 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per MoRTH specification clause No. 502 complete in all respects. (A.R)

10750.8

373052

34.7

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Providing and applying tack Coat 0.30 kg/sqm with bitumen 80/100 using emulsion pressure on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRTH specification clause No. 503 complete in all respects. (A.R)

21501.6

404230

18.8

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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness compressed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared bade, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. (A.R.)

10750.8

1859888

173

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Providing and laying seal coat sealing the voids in a bitumeneous surfas laid to the specified level grade and cross fall using type B seal coats as per clause 513 of MoRTH sepcifications and as per direction of the Engineer-in-charge (A.R.)

10750.8

640747

59.6

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Brick edging on both side of the road of M-150 bricks 7 cm. wide, 11 cm. deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Egineer-in-charge. (As per U.P.P.W.D.S.O.R.- SL. No. 765)/22

1240

111600

90

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Drain Excavation in foundation in ordinary soil (loam clay or sand) including Lift up to 1.5 meter (5ft.) and lead up to 30m (100 ft.) and including filling, watering and raming of excavated earth into the trenches or into the space between the bulding and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30m (100 ft) from the foundation trenches UPPWD SOR 2022/251(a) I - 0.0-1.5 m BGL

5772

634920

110

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II - same as item no- 10 1.50-3.0 m BGL

2135.5

298970

140

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Cement Concrete 4cm. gauge approved stone ballast coarse sand and cement in proportion 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of the work (SI. No. 281/2022).

314.25

1916925

6100

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RCC work with cement approved coarse sand and 2 cm (3/4) guage approved stone ballast in the proportions of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W. G.G.I binding wire and including neccessary centering and shuttering etc. and also including supply of all materials. labour and T & P etc. required for proper completion of the work excluding cost of binding wire. sor 2022 I- In RCC Raft foundation or drain SOR 2022 ITEM NO- 287 A

549.46

4549528

8280

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same as item no- 13 II - In RCC wall SOR 2022/ ITEM NO- 289

1189.45

11073779

9310

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same as item no- 13 III - IN RCC SLAB SOR 2022/ITEM NO -289

80.5

726915

9030

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M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorized overlapping shall be measured and including cost of binding wire. (S.I. No. 504/SOR/22)

1785.3

13746810

7700

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Cement Concrete 2cm. gauge approved stone ballast coarse sand and cement in proportion 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work (SI. No. 279A/2022).

39.15

276007

7050

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Construction of weep holes with 110 mm dia (OD) RPVC pipe (IS : 4985) (6 kg/sqcm) in the RCC wall at an interval of 1.50 m horizontally & vrtically at the time of casting of wall with all materials labours etc required ofr proper completion of the work. sanctioned rate to file of Talab khasra no-1174

597.6

62449

104.5

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SEWER Excavation for laying sewer, manholes gully, pits, chambers, sumps etc. in ordinary soil (earth sand, loam & clay) including cutting of joints pits trimmimg dressing leveling refilling of trenches in 20 cm layers watering sand ramming the same including removal of surplus earth of other dismantled upto a distance of 50.00 m from the centre of trenches (A.R) I - 0.00 -1.50MBGL

3930

966780

246

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same as item no-19 II- 1.50-3.0 m BGL

2947.5

913725

310

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same as item no-19 III - 3.0-4.5 M BGL

560

217840

389

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Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered). DSR 2.16/2022 1.5-3.0

2250

281520

125.12

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S/C/L/Jointing RCC hume pipe of following depth and dia A.R. 300 MM DIA NP-3 1.5 TO 3.00

560

988400

1765

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same as item no-23 450 MM DIA NP-3 3.0-4.50 M BGL

750

2385000

3180

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Cement Concrete 4cm. gauge approved stone ballast coarse sand and cement in proportion 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of the work (SI. No. 281/2022).

168

1024800

6100

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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 : 19.13.1 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) With Sewer bricks conforming IS : 4885 19.13.1.2/DSR 2021

44

1809184

41117.82

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Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m With Sewer bricks conforming IS : 4885 19.14.2/ DSR 2021

44

-760879

17292.72

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DIVIDER Excavation in foundation in ordinary soil (loam clay or sand) including Lift up to 1.5 meter (5ft.) and lead up to 30m (100 ft.) and including filling, watering and raming of excavated earth into the trenches or into the space between the bulding and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30m (100 ft) from the foundation trenches UPPWD SOR 2022/251(a)

189

20790

110

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Cement Concrete 4cm. gauge approved stone ballast coarse sand and cement in proportion 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of the work (SI. No. 281/2022).

47.25

288225

6100

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M-150 Brick Work in one 1:4 one cement & Coarse sand foundation and plinth including supply of all matarials labour, Tools & plants etc. requierd for proper completion of the work as per direction of Engineer-in-charge SI no. 305 (a)/2022

233

1204610

5170

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Providing and fixing semi barrier type Kerb Stone (machine made) of with & m-20 grade concrete, size of Kerb Stone will be 0.4 x 0.3 x 0.13 cm and including outer surface finished with 1 : 3 cement and coarse sand, including supply of all materials labour T & P etc. required per peroer completion of work.(A.R.) sanctioned rate

1400

737800

527

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12mm thick plaster with cement and coarse sand of 2.20 F.M. in 1:3 over brick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc. required for proper completion of the work. SI 583/2022

700

147000

210

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Painting two coat with priming coat on large area british paint Requirement indcluding supply of all material labour T & P etc. required for proper completion of the work paint to be used should confirm the. 644+645 sor 2022

1190

119000

100



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