NIT 1208 Construction of CC Road Under MMGGPY PKG NO MMGGPY-RPR-72 District-Raipur

PANCHAYAT AND RURAL DEVELOPMENT DEPARTMENT GOVT OF CHHATTISGARH

DETAIL PROJECT REPORT

FOR RURAL ROADS CONNECTIVITY SCHEME

PRADHAN MANTRI GRAM SADAK YOJNA

FOR YEAR 2006-2007

DISTRICT : BLOCK :

TOTAL LENGTH : KMS

TOTAL COST : LACS

COST / KM : LACS

COST OF CD'S : LACS

EXECUTIVE ENGINEER CUM MEMBER SECRETARY

PIU, RAJNANDGAON

PRADHAN MANTRI GRAM SADAK YOJNA

HIG - 1 Sukhsagar Apartment, Trilanga, Bhopal (MP)

MUKHYAMANTRI GRAM GAURAV PATH YOJNA

COMBINED BILL OF QUANTITY

Block Arang Distt. Raipur Nos. Of Roads 05

Total Length 1900 mtr. Package No. MMGGPY-RPR-72

Sr. No. SOR Item No. DESCRIPTION OF ITEMS UNIT RATE (Rs.) Main Road se Mohan Joshi ke ghar tak c.c. sadak sah nali nirman kary - KODAPAR 300 Mtr. Shani dev Mandir dabri par se hote huye bas stand tak C.C. Sadak nirman kary - KUTELA 200 MTR. Mahavir chauk se mukhya marg tak C.C. Sadak nirman kary- KALAI 200 MTR. C.C. Sadak nirman School se khel maidan ki oor -SONPAIRY (JU) 500 MTR. C.C. Sadak nirman mukhya marg se muktidham tak -GHORBHATTI 700 MTR. Total 05 Roads 1900 Mtr.

QTY. AMOUNT (Rs.) QTY. AMOUNT (Rs.) QTY. AMOUNT (Rs.) QTY. AMOUNT (Rs.) QTY. AMOUNT (Rs.) QTY. AMOUNT (Rs.)

1 2.2 Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. Sqm 2 0 0 0 0 1200 0 0

2 3.5 (i) Excavation in Cutting in Soil by manual/ Machinery means Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 cum 65 244.275 15877.875 137.4 227.475 533.88 745.5

3 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. (I) Ordinary soil i. Up to 3 m depth Toe Wall cum 394 125 0 0 0 0

4 7.10(ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15(Nominal mix (1:2.5:5) Toe wall cum 4576 130 7.3125 0 0 0

5 7.8 Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9 I. Sand filling cum 1200 150 0 100 0 0

6 3.12 (a) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.For Item No.3.12(a) & (b) cum 192 0 8.4 24 692.76 966

7 7.6 (C) Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried 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. (C) 450 mm dia Mt 1961 10 15 15 0 0

8 7.6 (D) Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried 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 Mt 1129 0 0 0 15 15

9 18.76(iii)PWD Building SOR 2026 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. 150 mm Dia RM 374 0 0 270 672 928

10 19.48 PWD Building SOR 2026 Constructing masonry Chamber 60x60x75 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate each 4644.00 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : Each 3947 0 0 11 28 35

11 4.1 (A) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III) Cum. 804 234.375 71.25 159.375 375 525

12 6.1 (ii) 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. Cum. 5889 252.5 185 172.5 400 560

13 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 P.C.C grade M 15 (Nominal mix (1:2.5:5) Cum. 4839 60 40 40 100 140

14 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. cum 4970 11.7 48 78 187.94 75.17

15 7.27 (i) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 20 (i) For nominal mix 1:2:4 cum 6157 0.9 2.6999999999999997 2.1599999999999997 18 21.599999999999998

16 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MT 73726 0.0441 0.21059999999999998 0.16847999999999996 1.4059999999999997 1.6867999999999996

17 9.14(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 Each 18610 2 2 2 1 1

18 9.15(A) Providing and fixing 'Citizen 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 Each 14010 0 0 0 1 1

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SUB ENGINEER PIU-1 CGRRDA RAIPUR C.G ASSISTANT ENGINEER PIU-01 CGRRDA RAIPUR C.G EXECUTIVE ENGINEER PIU-01 CGRRDA RAIPUR C.G