Widening and Strengthening of Krishna Nagar Talkatora Road in Km 4(500) to 5(600) in Lucknow District

Amount

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. As per SOR Ch. No. 25 Item No 26a Ordinary soil Manual Means (Depth upto 3 m)

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MORT&H Specification 202As per SOR Ch. No. 25 Item No 10 (Bituminous course)

PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

RCC Grade M25 using batching plant transit mixer & Concrete pump Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 using batching plant transit mixer & manual placing

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications as per MORT&H Section 1600 & 2200

Providing & laying of 110 mm dia PVC Pipe including cost of all material, labour, T&P etc. complete as per Technical Specification

Construction of K.C. Drain with 1:2:4 C.C. including 100 mm thick base concrete of 1:4:8 cement fine sand & 40 mm nominal size O.B.B. and also including earth work in excavation in proper slop & Camber. Including all labour, T & P etc. required for proper completion of work.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage 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 406

Providing and applying primer coat with SS-2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per MORT&H Specification No 502.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per MORT&H Specification No 503.

Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

Providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Sand Filling in Foundation Trenches as per Drawing & Technical Specification as per SOR Ch-25 Item no. 39

Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) as per SOR Ch-25 Item No. 34

Brick work with common burnt clay (non modular) bricks of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) SOR Ch-9 Item no. 2

12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) as per SOR Ch-15 Item No. 2

Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. As per DAR 13.80

Finishing wall with premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @1.43 litre/10sqm over and including priming coat of exterior primer applied @2.20kg/10sqm) (apex Ultima, weather coat all guard) asian, berger. As Per DAR 13.47.1

Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). as per SOR Ch-13 SI No.-5

Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg as per SOR Chap-19 Item No.21

M/S S.K. ENTERPRISES (BID ID -5517623)

M/S ABHINAV CONTRACTORS (BID ID -5517620)

KAMLESH KUMAR (BID ID -5515015)

M/s D.K. Associate (BID ID -5517541)

M/S AADI SHAKTI TRADING COMPANY (BID ID -5517624)

M/S SURYANSH INFRA DEVELOPERS PVT LTD (BID ID -5516899)

Hardayal infra projects Pvt ltd (BID ID -5489654)

M/S A.S.TRADERS (BID ID -5517587)