NIT 1125 Construction of CC Road Under MMGGPY PKG NO MMGGPY-RJN-189(03 works), District-Rajnandgaon

Bill of Quantity Year 2025-26

MUKHYA MANTRI GRAM GAURAV PATH YOJNA, DISTT. RAJNANDGAON

Name of District :- Rajnandgaon

Division :- EE PIU-01, C.G.R.R.D.A. Rajnandgaon

No. of Roads :- 03

Package No. :- MMGGPY-RJN-189 SOR 06 June 2025

Length in M. :- 950 M

S. No. S.O.R. Nos. Particulars Unit Rate Construction of C.C. Road With Drain, Hanuman Mandir To Yogendra Kashyap ke Badi Tak 550 m Village Raveli Construction of C.C. Road With Drain, Pakki Road to Dhaneshwar Yadav Ghar Tak 200 m Village Phuljhar Construction of C.C. Road With Drain, Bade Talab To Stop Dam Tak 200 m Village Khaira Total

Qty. Amt. Qty. Amt. Qty. Amt. Qty. Amt.

1 3.5 (i) Excavation in Cutting in Soil Excavation for roadway in soil for carrying of cut earth to embankment site with a lift up to 1.5 m and lead up to 50 m as per Technical Specification Clause 302.3

2 4.1 (D) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) using motor grader and vibratory roller (d) Crushed stone materials (CBR 35 or more), This item is to be used only, where local GSB material or GSB material with blending with other material is not available

Pavment & Shoulder 412.50 150.00 150.00 713

Extra for bell Mounth 28.88 10.50 10.50 50

3 6.1(ii) Cement Concrete Pavement Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type 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 leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, Using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. 440.00 160.00 160.00 760

Extra for bell Mounth 30.80 11.20 11.20 53

4 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge.

5 7.1 (i) Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil i. Up to 3 m depth

6 7.6(D) Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Buried conduits 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 as per Clause 1106. (d) 300 mm dia RMT 1129.00 5.00 5645.00 5.00 5645.00 5.00 5645.00 15 16935.00

7 7.18 (i) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (Nominal mix (1:2.5:5)

PCC Shoulder 110.00 40.00 40.00 190

5% Extra for bell Mounth 2.00 2.00 2.00 6

8 7.18 (ii) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height up to 5 m II. P.C.C. grade M 20 (Nominal mix (1:2:4)

9 7.19 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

10 9.14 (B) Providing and Fixing Informatory and Logo Board of PMGSY Project (B) Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

11 9.15 Providing and fixing “Citizen Information Board/Maintenance Information board” of PMGSY Project (A)Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos. 1m long, fixed with angle iron 50x50x5 mm MS angle on the back

12 7.1 Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil i. Upto 3 m depth

Pipe portion---------- 2.91 4.62 8

Bedding portion---------- 2.40 2.40 5

13 7.8 (I) Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9 Sand filling CUM 1200.00 0.96 1152.00 2.98 3576.00 0.00 4 4728.00

14 7.10 (I) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (Nominal mix 1:3:6) 0

15 7.18 (I) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (Nominal mix (1:2.5:5) 0

Face Wall 11.26 37.24 49

Deduct pipe portion -0.72 -1.82 -3

Pipe Joint portion 0.19 0.30 0

16 7.6(a) Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Buried conduits 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 as per Clause 1106. 0

(A) 600mm dia 0

17 7.3 (ii) Bedding for Causeway/Pipes 0

Type B (First Class) Bedding Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii) 0

18 7.44 Providing and laying parapet with PCC M 15 as per drawing & technical specifications Clauses 800 and 1208.4 II. Nominal mix (1:2.5:5) CUM 4840.00 1.02 4936.80 1.95 9438.00 3

19 9.3 Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 Sqm 146.00 49.20 7183.20 50.02 7303.00 0.00 99 14486.20

20 7.4 Laying Reinforced Cement Concrete Pipe NP3as per technical specification Clause 1402.6 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding in single row including fixing with cement mortar 1:2 but excluding excavation, bedding protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. R.M. 5468.00 0 0.00 7.50 41010.00 8

(B) 1000 mm dia 0

For 02 Nos 600mm dia hpc 197368.00 For 02 Nos 1000mm dia hpc 534116.00