NIT NO. 273/DURG(Durg)/2026

NIT SCHEDULE FOR CONSTRUCTION OF APPROACH ROAD FOR NEWLY CONSTRUCTED COLLEGE BUILDING AT RANI TARAI, BLOCK-PATAN, DISTT. DURG

P.A.C. Rs. = 19.03 LAKHS

S. No. Chap- ter No. Item No. Sub Item No. Item of Works Qty. Unit Rate Amount

1 3 2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all leads & lifts as per relevant clauses of section 300. 121.28 Cum 103.00 1249100

2 3 12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R. > 5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. 284.94 Cum 238.00 6781600

3 4 11 B Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering, rolling etc.complete. B) With Smooth wheeled roller 52.79 Cum 313.00 1652200

4 4 2 A Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. A) Plant mix method (with Mechanically crushed stone only) (a) For Lower Sub-base with (i) Grading- III Material 186.39 Cum 1494.00 27846600

5 6 1 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub-base as per IRC:SP-49 over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, 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. 124.26 Cum 2562.00 31835300

6 6 4 Providing and laying Un-reinforced Cement Concrete without Dowel bars including formwork and expansion, contraction & longitudinal joints as per design and as per IRC-62, over a prepared base a per approved mix design and finising to lines and grade as per Drawing for Pavement thickness less than 200mm in Low Volume Roads. With Cement concrete grade M 30 and minimum cement content @ 375 kg/cum 248.52 Cum 4748.00 117996900

7 9 8 Plain cement concrete complete as per drawing and Technical Specifications (i) PCC Grade M 15 1.20 Cum 3815.00 457800

8 9 4 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe complying to IS:458, with ends casted as per the requirements of flush jointing of pipes for culverts on first class bedding of granular material including joints duely filled and finished with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. 10.00 Cum 2440.00 2440000

Say Rs. :- 19.03 Lakhs