Up gradation of Industrial Infrastructure Development (Roads and Drain) in Sector-I and Sector-2, Parwanoo Himachal Pradesh

Amount

Preparation

Preparation of foundation for embankment scarifying existing bituminous surface to a depth of 150 mm by mechanical means, scarifing existing bituminous road surface to any depth and disposal of scarified material within all leads and lifts as per technuical specification clause 30 14.

Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.

Supplying and stacking at site 63 mm to 45 mm size stone aggregate

Supplying and stacking at site Moorum

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density for all leads and lifts, all complete as per direction of Engineer- in charge. .

Earth work in excavation by mechanical means (Hydralic excavator) /Manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms , lifts upto 1.5m , including getting out the excavated soil and disposal of surplus excavated soil as directed within all leads and lifts

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering including carriage of material in all leads and lifts - All work up to plinth level 1:4:8 (1 cement : 4 coarse sand): 8 graded stone aggregate 40 mm nominal size)

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately including carriage of material in all leads and lifts Cement concrete prepared with batch mixing machine

Trimix flooring i/ levelling with screed - based vibrator, dewatering with vacum pump & Trowelling complete including carriage of material in all leads and lifts .

Providing and laying in position bitumen hot sealing compound for expansion joints etc. including carriage of material in all leads and lifts Using grade ‘A’ sealing compound.

Centering and shuttering including strutting, propping etc. and removal of form for including carriage of material in all leads and lifts

Foundations, footings, bases of columns, etc. for mass concrete

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access platform

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement including carriage of material in all leads and lifts - All work up to plinth level

1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size)

Providing and laying cement concrete 1:1:2 ( 1 cement: 1 sand: 2 graded stone aggregate 20 mm mnominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in and mixing with mechanical mixer and vibrator including carriage of material in all leads and lifts - All work up to plinth level Lintles, beams, girders bressummers and cantilever upto floor all heights.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level including carriage of material in all leads & lifts.. Approved make of SAIL/ TISCO/ RINL Mild steel and medium tensile steel bars

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete including carriage of material in all leads & lifts. 900 mm dia RCC pipes

Providing and laying cement concrete 1 : 6 : 12 (1 cement :6 sand :12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including carriage of material in all leads & lifts.

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) including carriage of material in all leads and lifts Ordinary cement without any pigment

Providing and laying cement concrete blocks of size 0.45 m x0.30 m x0.15 m of cement concrete (CC) M 30 grade and spreading 25 mm thick sand under neath and filling joiunt with cement mortar 1 :3 (( 1 cement: 3 sand) as per Technical specification clause 1503 including carriage of material in all leads & lifts.

Providing and laying PVC pipe ( D- Past) of working pressure not less than 4.5 kg. / sqm. including filling tyhe joints with approved adhesive complete including carriage of material in all leads & lifts. 150 mm dia ( Approved Make of Finolex/ D-Plas) /Supreme: confirming to BIS specification)

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete including carriage of material in all leads & lifts. 600 mm dia RCC pipes.

PP ENTERPRISES JALANDHAR

lrc builders privated ltd

RAJINDER INFRASTRUCTURE PVT LTD.

P K Construction Shimla Pvt Ltd