Construction Of Gopinathpur Pradhanmantri Road To Navya Bharat Gas Agency Hote Hue Karmipatti Tak Link Road

Tender Notice

28280890
Corrigendum : Construction Of Gopinathpur Pradhanmantri Road To Navya Bharat Gas Agency Hote Hue Karmipatti Tak Link Road
Indian
Uttar Pradesh
26-06-2021
08-07-2021
09-07-2021

Tender Details

Construction Of Gopinathpur Pradhanmantri Road To Navya Bharat Gas Agency Hote Hue Karmipatti Tak Link Road

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 26-Jun-2021 DATE EXTENTION Date 08-07-2021

Key Value

Document Fees
INR 944 /-
EMD
INR 75000.00 /-
Tender Value
Refer document

BOQ Items

Name of Work:- CONSTRUCTION OF GOPINATHPUR PRADHANMANTRI ROAD TO NAVYA BHARAT GAS AGENCY HOTE HUE KARMIPATTI TAK LINK ROAD
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in cutting or in embankment in ordinary sol, excavation lo be 20 cm regular pits not not exceding 0 50 mt In depth and work in embankmet to be leo layers includding ramming and dressing the surtace to required level and sope and also including 1.5 mt. lift and 30 mt. lead as per SL No 253 detailed specification & direction of E/I. for Embankment work. 1200 Cum
2 2 Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift up to 1.50 m and lead up to 50 m as per Technical Specification clause 302.3 85 Cum
3 3 Providing and Laying 11.00 cm compacted thickness granular sub-base (G.S.B.) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Speicification Clause 401 including cost of material , roller, cartage ,loading, unloading ,labour and all taxes complete or as per direction of Engineer in charge. 85 Cum
4 4 Providing and laying 7.50 cm compacted thickness of stone aggregates of specific sizes 45-63 mm of water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone dust to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 as per technical specification clause 405 including cost of material , roller, cartage ,loading, unloading ,labour and all taxes complete or as per direction of Engineer in charge. 140 Cum
5 5 Providing and laying 7.50 cm compacted thickness of stone aggregates of specific sizes 22.4-53 mm of water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone dust to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -3 as per technical specification clause 405 including cost of material , roller, cartage ,loading, unloading ,labour and all taxes complete or as per direction of Engineer in charge. 140 Cum
6 6 Providing and applying Primer coat with bitumen emulsion on prepared on prepared surface of granular base including clearing of road surface and spraying primer using mechanical means. As per technical specification clause 502 (Including Cost of Maxphalt) 1875 Sqm
7 7 Providing and applying tack coat with bitumen (VG-10) at the rate of 0.35 kg per sqm on the prepared granular surface treated with primer complete as per Technical Speicification Clause 503 1875 Sqm
8 8 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade bitumen to 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. 1875 Sqm
9 9 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type C, as per Technical Specification Clause 510 (Including Cost of Maxphalt) 1875 Sqm
10 10 Brick edging on both sides of the road of first class bricks 8 cm (3'') wide and 12 cm. ( 4.5") deep laid with mud mortar including labour & supply of bricks finish to the required templeate and in proper alignment and also including dressing ramming the excavated earth as directed by Engineer-in-charge in 0.5 Km
11 11 Earth work in with ordinary soil (loam, Clay, Sand) excavation should be in the form of regular pits not exceeding 50 Cm in depth and earthwork on embankment to be in 20 Cm thick layers including the ramming and dressing the surface to require levels and slopes and also including 1.5m lift and 30m lead. the earh in cutting to be used in making embankment or to be disposits as spoil bank within 30m distance as directed by E/I. including without royalty as per (S.I. no. 253) in 250 Cum
12 12 G.S.T. @ 12% of executed work as applicable on sanction G.O. Term. 1 Cum
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