Construction of Ward No 14 Rajendra Nagar Pacshim to Lakshan Chauhan house Via Arjun sing house to Satyaprakesh house Road (With 5 Year Maintinance) LOT 3 of 5

Amount

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 within all lifts and lead upto 1000m As per MoRT&H Specification Ref. No. 301 & Sr No. 3.06 (Including Labour Cess & GST will paid extra as applicable)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 as per MORT&H Spe. 305 Sr. no 3.18 (Cartage Earth) (Including Labour Cess & GST will paid extra as applicable)

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.as per MORT&H Specification & Clause No.401, 4.01 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.as per clause 601.as per MORT&H Specification & Clause No 601, 6.01 ( Sub Anly 21.18C PQC M35 grade using patching plant-120cum capacity) complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades As per MORTH Specification & clause No. 602, 6.02 ( Sub Anly 21.19C PQC M35 grade using patching plant-120cum capacity) complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)

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 approved material..As per MORTH Specification & clause No. 304 B, 12.01 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)

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 As per MoRT&H Specification Ref. No. 2100 & Sr No. 12.04 Using Batching Plant (Including Labour Cess & GST will paid extra as applicable)

Furnishing and Placing Reinforced/ Prestressed cement concrete in sub-structure as per drawing and Technical Specification (for RCC Drain) As per MORTH Specification & clause No. 12.08, 1500,1700 & 2100 complete in all respect as per direction of Engineer in Charge R.C.C. grade M-20 Using Batching Plant (Including Labour Cess & GST will paid extra as applicable)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications As per MoRT&H Specification Ref. No. 1600 Sr No. 12.42 (Including Labour Cess & GST will paid extra as applicable)

M/S NIRBHAYNATH MISHRA THEKEDAR (BID ID -5159665)

M/S R.K.TRADERS (BID ID -5160050)

SHAKUNTALA SINGH (BID ID -5159897)

AMBEY ENETRPRISES (BID ID -5175491)

M/s MAA SHARDA TRADERS (BID ID -5175813)