Estimate for construction of Field path at RD 12350 of Sohelewala Disty.

Amount

Dismantling M-15 Cement Concrete Lining (CSR item no. 8.6-b)

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 and backfilling with excavated surplus soil. (CSR item no. 21.1-B)

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly including cutting and loading in Trolley and transporting to the embankment locations with all lifts and and leads including cost of earth complete in all respect, but excluding royalty. (CSR item no. 19.38-a,b,c) (Total earthwork lead 2.70 Km i/c 1.70 Km Pucca and 1.0 Km Katcha)

Earth work excavation in ordinary soil, exclusive of compensation of earth for pudding work (CSR item no. 6.2/f)

Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications. (CSR item no. 24.5/b)

Rehandling of E/work (CSR chapter 6 note no.2 )

PCC M-15 cement concrete in sub-structure complete as per drawing and Technical specifications using concrete mixture (CSR item No. 21.32 (a))

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. (CSR item No. 21.4)

Furnishing and placing reinforcement / prestressed cement concrete RCC M-25 in sub-structure complete as per drawing Technical specifications height upto 5 mtr using batching plant, transit mixer and concrete pump including all lifts and leads. (CSR Item No. 21.32-F/a/Ii)

Furnishing and placing reinforcement / prestressed cement concrete RCC M-30 in sub-structure complete as per drawing Technical specifications height upto 5 mtr using using batching plant, transit mixer and concrete pump including all lifts and leads. (CSR Item No. 21.32-G/a/ii)

Furnishing and placing reinforcement / prestressed cement concrete RCC M-30 in super-structure complete as per drawing Technical specifications height upto 5 mtr using using batching plant, transit mixer and concrete pump including all lifts and leads. (CSR Item No. 22.1-B/b/i)

Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture.(CSR item no. 22.12-A)

Supplying, fitting and placing HYSD bar reinforcement in sub?structure complete as per drawing and Technical Specifications. (CSR item no. 21.33)

Providing and fixing 160 mm dia PVC pipe for service duct single socketed (working pressure 4 kgf / cm²) (CSR item no. 13.74-ii)

Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt,dust,oil ,grease ,effloresence and applying paint @1 Litre for 2 sqm (CSR item no. 22.13)

Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface (CSR item No. 16.31 )

Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications (CSR Item No. 24.61 (b)]

Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia discharge GI light grade pipe (for Bridges) (CSR Item no. 22.8-B)

Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven) For open dewatering (CSR item no. 25.6)

Providing, Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects. (As per Dewatering Plan attached) (CSR Item No. 25.4)

Making bore and installation of pumping set for dewatering arrangements complete in all respects. (CSR item no: 25.5) as per Dewatering Plan attached)

First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth (CSR item no. 11.3)

Laying Cement plaster 10 mm thick in 1:4 CSM (CSR item no. 15.8)

Laying First Class Dry Brick on edge flooring or paving in ordinary bonded courses or in herring bond complete in all respect (CSR item no. 14.19)

E/work in excavation in foundation/ trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 mtr depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation. (For Sleepers) (CSR item no. 6.6)

E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (up to 1.50 mtr depth) (CSR item no. 19.19-a)

Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 19.2)

Shuttering for faces of concrete foundations and foundation beam & plinth beam (Vertical or battering) (CSR item no. 9.1)

Cement water slurry 1:3 with cement @ 2.25 kg per Sqmt as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 19.12)

Cement concrete lining 75mm thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic to the site in transit computerized transported mixers with all leads and lifts (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) Without mechanical concrete paver (CSR item no. 19.40)

Extra bitumen painting at 0.69 kg per sqm. Priming coat as per IS 3384-1985 for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.(CSR item 13.54)

Laying LDPE film of 150 microm over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 3/M-73)

Any Other Item

M/S Sanjeev Sehgal Contractor (BID ID -598715)