NIT 1147 Construction of CC Road Under MMGGPY PKG NO MMGGPY-RPR-69(09 works) 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)

BILL OF QUANTITY FOR CEMENT CONCRETE ROAD

Package No. - MMGGPY-RPR-69 Block Dharsiwa Arang And Abhanpur Distt :RAIPUR

Sr. No. SOR Item No. DESCRIPTION OF ITEMS UNIT RATE (Rs.) C.C. Sadak Sah Nali Nirman Karya Amar Singh Dhankar ke ghar se manharan sahu ke ghar tak Kandul C.C. Sadak Sah Nali Nirman KaryaSilyari C.C. Sadak Sah Nali Nirman Karya Nagargaon C.C. Sadak Sah Nali Nirman Karya Parastarai C.C. Sadak Sah Nali Jhalaram ke Dukan se Muktigham tak Tulsi C.C. Sadak Sah Nali Sundar lal ke ghar se gauthan tak Goinda C.C. Sadak Sah Nali Nirman Kary Roshan ke ghar se Bhuwan ke ghar tak Gram Pirda C.C. Sadak Sah Nali Nirman ChandraShekhar Satnami Ke Ghar Se Santosh Mahilang Ke Ghar Tak. Gram Parsada (Sonth) C.C. Sadak Sah Nali Nirman Khallari Mata Chowk Se Bhikham Sahu Ke Ghar Tak. Gram Doma Combined

QUANTITY AMOUNT (Rs.) QUANTITY AMOUNT (Rs.) QUANTITY AMOUNT (Rs.) QUANTITY AMOUNT (Rs.) QUANTITY AMOUNT (Rs.) QUANTITY AMOUNT (Rs.) QUANTITY AMOUNT (Rs.) QUANTITY AMOUNT (Rs.) QUANTITY AMOUNT (Rs.) QUANTITY AMOUNT (Rs.)

1 3.1 Scarifying Existing Granular bituminous Surface to a Depth of 100 mm Scarifying existing granular/bituminous surface upto a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. (Rd=300.00m. Se 400.00m) Sqm 13 600 0 0 0 0 0 0 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 65 128.31 310.3 309.5 206.42000000000002 396.29175 25758.96375 193.935 12605.775 1438.635 93511.275 237.66 15447.9 273.76 17794.399999999998

3 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 30 36 36 24 42 8064 30 5760 120 23040 26.4 5068.799999999999 30 5760

4 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 Mtr. 1129 0 5 5 5 0 0 0 0 0 0 10 11290 5 5645

5 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. (D) 300 mm dia Mt 1961 20 0 0 0 15 29415 15 29415 25 49025 0 0 0 0

6 7.6 (A) 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 2928 0 0 0 0 7.5 21960 0 0 0 0 0 0 0 0

7 18.76(iii)PWD Building SOR 2015 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 440 554 330 330 218 386 169840 274 120560 1114 490160 244 107360 274 120560

8 19.48 PWD Building SOR 2015 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 4644 18 10 10 6 12 55728 8 37152 38 176472 8 37152 8 37152

9 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 18.75 225 225 150 281.25 226125 121.875 97987.5 796.875 640687.5 172.5 138690 202.5 162810

10 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 420 240 240 160 305 1796145 212.5 1251412.5 862.5 5079262.5 184 1083576 216 1272024

11 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 201 60 60 40 74.32 359634.48 63.5 307276.5 200 967800 45 217755 53 256467

12 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 127.5 108 108 72 85.5 424935 78 387660 292.5 1453725 79.2 393624 90 447300

13 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 7.199999999999999 2.6999999999999997 2.6999999999999997 2.6999999999999997 2.7 16623.9 3.6 22165.2 5.3999999999999995 33247.799999999996 5.4 33247.8 5.4 33247.8

14 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 0.5616 0.21259999999999998 0.21259999999999998 0.21259999999999998 0.1323 9753.9498 0.2808 20702.2608 0.42119999999999996 31053.3912 0.42 30964.92 0.42 30964.92

15 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 1 1 1 2 37220 2 37220 2 37220 2 37220 2 37220

16 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 1 1 1 0 0 0 0 0

17 7.8 (i) Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9 I. Sand filling Each 1200 0 0 0 0 0 0 0 0 375 450000 0 0 0 0

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ASST. ENGINEER PIU-1 CGRRDA RAIPUR C.G EXECUTIVE ENGINEER PIU-01 CGRRDA RAIPUR C.G