Construction of Master dividing road of Sector outer 77, 78 and 79A,78 and 79, Gurugram. (BALANCE WORK AT THE RISK and COST OF Ms SHIVPROBUILD PVT. LTD. GURUGRAM)

Amount

NSI Construction of earth work in embankment including excavation in all kinds of soil of rock including carriage loading unloading and laying earth as per specification for compaction in 25 cm thick layers after removing all vegetation and other extraneous matter {as per HSR 6.2 g iv (a)} & including dressing the berms and side slop of level and templates after breaking of clods. The completerate to be quoted by the contractor shall take in to account all allowance for labour, hardness, wetness, total lead and lift, compensation of earth taken from private land soil and to the entire satisfaction of Engineer-in-charge confirming till the date of final payments, including the cost of watering & rolling with tandem & vibratory roller to bring the earth into suitable optimism moisture contends with the use of water bowel laying the earth into 25 cm layer with the use of motor grader & rolling with vibratory roller complete including testing charges with a desire field density not less than 95% maximum dry density (heavy protector test) etc. complete in all respect. (Detail attached).

NSI Construction earth work in Subgrade including excavation in all kinds of soil of rock including carriage loading unloading and laying earth as per specification for compaction in 25 cm thick layers after removing all vegetation and other extraneous matter {as per HSR 6.2 g iv (a)} & including dressing the berms and side slop of level and templates after breaking of clods. The completerate to be quoted by the contractor shall take in to account all allowance for labour, hardness, wetness, total lead and lift, compensation of earth taken from private land soil and to the entire satisfaction of Engineer-in-charge confirming till the date of final payments, including the cost of watering & rolling with tandem & vibratory roller to bring the earth into suitable optimism moisture contends with the use of water bowel laying the earth into 25 cm layer with the use of motor grader & rolling with vibratory roller complete including testing charges with a desire field density not less than 98% maximum dry density (heavy protector test) and CBR more than 8% etc. complete in all respect. (Detail attached).

NSI Providing and laying spreading and compacting Granular Sub Base (GSB) 200 mm material of natural sand, murram, gravel crushed stone and combination thereof as per MORT & H specification (confirming to clause 401 coarse graded, grading-II as per table 400.2 MORT & H) including spreading on the prepared sub grade with the help of motor grader of adequate capacity maintaining the required slope and grade during operation rolling with vibratory roller of minimum 8-10 tone (MORTH 401.4.2) with the grade and cross fall (camber) to be checked and any high spot or depressions which becomes apparent corrected by removing or adding fresh material including cost of tools and plants, carriage of material from stacks, templates, barrier, lighting arrangement at high Chowkidar& mtc. Of diversion etc. complete in all respect as per MORT & H specification drawing & direction of Engineer-in-Charge, density of GSB as laid 2 gms/cc. .

NSI Providing, laying, spreading and compacting hand broken /crushed stone aggregate 250 mm thick Wet Mix Macadam confirming to physical requirement laid in table 400.10 of MORT & H specifications and grading laid in table 400.11 of MORT & H specifications IN 2 layers compacted to 250 mm (125 + 125) including premixing of material with water in mixing plant for Wet Mix Macadam, carriage of mixed material by tipers to the site and laying material in uniform thickness and spreading by paver finisher only, rolling with vibratory roller of minimum static weight of 80 to 100 KN (Refer 406.3.5) in stages to grade and any spot depressions which becomes apparent corrected by removing or adding fresh material and camber spreading and brooming including template, barrier, lighting arrangement at night, Chowkidar& Mtc. of diversion etc. complete in all respect as per clause 406 of MORT & H drawing & direction of Engineer-in-Charge, to the entire satisfaction of the Engineer-in-Charge, density of WMM as laid 2.2 gms/c.c. complete in all respect to the entire satisfaction of the Engineer-in-Charge.

NSI Prime coat :Providing and laying primer coat with bitumen of Grade-80/100 on prepared surface of WMM (Wet Mix Macadam) including clearing of road surface and spraying primer @ 60 Kg per 100 Sqm. using mechanical means as per clause No.502 of MORT& H specification to the entire satisfaction of Engineer-in-Charge (Including cost of bitumen).

NSI Tack Coat :Providing and laying tack coat on new WBM surface paving bitumen of grade 80/100 of approved quality @ 20 kg per 100 Sqm of road surface including cleaning etc. complete as per MORT& H specification to the entire satisfaction of Engineer-in-Charge. (Including cost of bitumen).

NSI Providing and laying 50 mm thick compacted Dense Bituminous Macadam using coarse aggregate size ranging from 26.5 mm to 90 micron and bitumen grade (VG-30) with bitumen content 4.50% of total weight of mix prepared including consolidation as per latest MORT & H (clause 505) specification with computerized hot mix plant and laying and consolidating at site of work for all lead with mechanical sensor paver and rolling with road roller as per MORT & H clause No.505.2.5 giving density not less than 2.30 gm/cc and compacting as per job mix formula complete in all respect as per satisfaction of the Engineer-in-Charge (Including cost of bitumen).

NSI Providing and laying bituminous concrete as per clause No. 509. 113.30 of MORT&H specification for Road and Bridge ( 4th Rev.) of 2001 latest addition using 5.40% Bitumen of CRMB-60 as Binder Content by weight of the total mix complete in all respect including cost of Bitumen instruction issued from time to time by MORT&H regarding machinery and Bitumen will be followed strictly . The use of self propelled mechanical Paver fitted with electronic sensor device confirming to MORT&H specification is mandatory, compacting as per job mix formula complete in all respect as per satisfaction of the Engineer-in-Charge (Including cost of bitumen).

NSI Providing and fixing RCC drain covers M-25 size 900m x 450m x 90mm of reputed make complete in all respect. The products must be manufactured using latest vibro compaction techniques, accordingly designed moulds& appropriate reinforcement with circular plastic spaces & concrete grade of M-25. It should be provided with 2 hooks of standard make.

NSI Providing and laying of thermoplastic paint 2mm thick to be marked with automatic machine in100mm width marking on central line on roads, as per MORT& H specification NO. 803.4.2 Including cost of paint material, labour and contingency material as required completed in all respect to the entire satisfaction of the Engineer-in-Charge (Asian/Berger/Prismo Make) or any other reputed make as asked by the Engineer-in-Charge.

NSI Cast in situ kerbs in cement concrete M-20 as per MORT & H specification-409 with suitable kerb casting machine in all situations finished & smooth exposed surface complete in all respect.

NSI Cast in situ channel in cement concrete M-20 as per MORT & H specification-409 with suitable channel casting machine in all situations finished & smooth exposed surface complete in all respect.

NSI Providing and fixing dry stone pitching 225 mm thick laid in courses and required profile with hammer dressed stones having no side less than 150 mm, with minimum depth of 200 mm including preparing the bedding surface etc. all complete.

Bidder Name

Amount

jain construction co.(GSTN-06AAEFJ4717B1ZT)

P C Gupta and Co(GSTN-06AAEPG5955G1ZR)

jain construction co.

jain construction co.