NIT No 154/2026-27/Bastar/Bijapur/B.T. PATCH REPAIR WORK OF ROADS UNDER SUB DIV. MADDED DISTT-BIJAP

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N.I.T. SCHEDULE FOR B.T. PATCH REPAIR WORK OF ROADS UNDER SUB DIVISION MADDED, DISTT - BIJAPUR (C.G.)

All rates are as per shedule of rate in CG PWD Road WORKS in forced from 15/06/26 and upto date of NIT.

S. No. Department SOR Year Item Code Particular's of Item UOM Rate Quantity Amount Ref Serial No CREDIT ITEM (0/1) Calc Field(Y/N) Offset Price

1 PWD ROAD 2026 4.6 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406. CUM 1365.00 565.37 771732.78 0 0 N

2 PWD ROAD 2026 5.1 Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502. SQM 65.00 5653.72 367491.80 0 0 N

(i) on WBM/WMM surface @0.85 Kg/sqm. 0 0 N

3 PWD ROAD 2026 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. SQM 15.00 14119.44 211791.60 0 0 N

2 Granular surfaces treated with primes @ 0.30 kg /Sqm 0 0 N

4 PWD ROAD 2026 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the 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 Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) SQM 121.00 14051.40 1700219.40 0 0 N

II With mechanical paver finisher 0 0 N

A With bitumen 0 0 N

(ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 0 0 N