Sadpur to Malira Road in Distt Muzaffarnagar.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.

Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401

Providing, laying and spreading Material on a prepared sub grade, addingh cement (OPC) @ 2% by weight to the spread Material manually mixing in place with rotavator and compacting with road roller at OCM to achieve the desired unconfined compressive strength and to form a layer of sub-base.

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including 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 screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means

Providing, laying and spreading Material on a prepared sub base, addingh cement (OPC) @ 4% by weight to the spread Material manually mixing in place with rotavator and compacting with road roller at OCM to achieve the desired unconfined compressive strength and to form a layer of base.

Brick lining on both side of the road of M-150 bricks 7 cm. wide. 11 cm. deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge. As per New SOR Ch. 4 Item No. 4

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 either Type C as per Technical Specification Clause 508. Case - I (I) Bitumen

Seal Coat 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 A. Case - III : Type C (I) Bitumen

Construction of un-reinforced, without dowel jointed at expansion and construction joint, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other typ0e as per clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continious operation including provision of contraction and expansion, construction joints, aplying debonding strips, prime, sealant, near approaches to bridge, culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days.

M-150 Brick on edge pavement on parties with bricks, laid dry joints filled with local sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm. (3/8") depth of local sand over the subgrade and including supply of all materials, labour Tools &plants etc. required for proper completion of the work.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.

Providing concrete for plain/reinforced concrete in (P.C.C grade M 10)(1:3:6) open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.

Brick masonry work in 1:3 cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204. I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.

Plain/reinforced cement concrete (P.C.C grade M 20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.

Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204. I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.

Plain/reinforced cement concrete (R.C.C grade M 25) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 I/c all taxes, Labour cess, levy, toll fee, royalty, Profit but excluding GST.

Providing and laying reinforced cement concrete pipe NP3 (600 mm dia) for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.. I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.

Please Enable Macros to View BoQ information