NIT NO. 151/Durg(Rajnandgaon)/2026

Nit Sechedule for Special Repair for Culvert And Small Bridges at Verious Roads Under Sub Dn. No. 2 Rajnandgaon

S.O.R for Road & Bridge work for C.G.P.W.D. Raipur in force form 01.01.2025 will be applicable. P.A.C. Rs. 40.00 Lacs 600 1 x 1000 (3) Medium brige Total Qty. Amount

S No SOR NO. Particulars Quantity Unit Rate Amount Qty Amount Qty Amount Qty Amount

1 1.5/B-SOR Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with including all leads and lifts and as per relevant clauses of section-200 in

(i) Lime / Cement Concrete

(ix)/9 Removing all type of Hume Pipes in serviceable condition without damaging the pipe and Stacking with all lifts and lead excluding Earthwork and Dismantling of Masonry Works.

2 R SOR R-9.1 P-39 Excavation for Structures 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 backfdling with approved material as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge.

3 R-9.8 P-40 Plain cement concrete complete as per drawing and Technical Specifications

4 R SOR R-9.4 P-40 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 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets).

5 R SOR B-3.10 P-22 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200 (i) Granular material 151.86 0.00 1011.00 153529.00 4.175 37.575 37988 16.32624 114.28368 115541 0 151.85868 153529

6 R SOR R-9.4 P-40 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 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets).

7 4.1 Granular Sub-base as per Table:- 400-1

Construction of granular sub-base by providing graded Material, ,carriage of mixed Material to work site, ading in uniform layers with motor grader on prepared rface 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)

(b) For Sub-base cum drainage layer or upper sub-base with

8 4.6 Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with ter at OMC in mechanical mix plant carriage of mixed erial by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared face and compacting with vibratory roller to achieve the ired density as per clause 406.) 61.94 Cum 1606.00 99483.00 8.84925 61.94475 99483 0 61.94475 99483

9 Br 1.5I A Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead upto 1000 meters and as per relevant clauses of section-200 in Lime / Cement Concrete Lime Concrete, cement concrete grade M-10 and below 33.60 Cum. 466.00 15658.00 33.6 15658 33.6 15658

10 Br 6.1 Removal of existing cement concrete wearing coat including its disposal complete as per technical specification without causing any detrimental effect to any part of the bridge structure and removal ofdismatled material with all lifts and lead upto 1000 m as per section 2811. 98.80 Sqm. 126.00 12449.00 98.8 12449 98.8 12449

11 Br 4.9 Construction of RCC railing of M30 Grade in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. (vide drawing No. SD/201, SD/304) 25.00 Rmt. 2008.00 50200.00 25 50200 25 50200

12 Br 4.4 Providing and laying Cement concrete wearing coat M-35 grade including reinforcement of 8 mm diameter @ 150 mm c/c spacing in both ways for each 75 mm thickness of concrete complete as per drawing and Technical Specifications as per section 2700 25.65 Cum. 12684.00 325345.00 25.65 325345 25.65 325345

Total 3999658.00 #REF! #REF! #REF!

Say Rs. In Lacs 40.00