NIT 1125 Construction of CC Road Under MMGGPY PKG NO MMGGPY-JDP-28(03 Works), District-Bastar

PROJECT IMPLEMENTATION UNIT NO. 1 CHHATTISGARH ROAD RURAL DEVELOPMENT AGENCY , JAGDALPUR DISTRICT - BASTAR Combine BOQ

Package No :- MMGGPY-JDP-28

Block:- Bakawand & Bastar

Total Length :- 950 M

S.No. SOR NO. Particular item Unit rate tkuhikjk 350 eh- ¼xzke&ekbZycsM+k½ ¼fodkl[k.M&cLrj½ vkfJr xzke vkyokgh lqnu Bkdqj ?kj ls izkFkfed 'kkyk vkyokgh rd 300 ehVj lhlh lM+d fuekZ.k dk;Z ¼fodkl[k.M&cLrj½ vksM+jkxqM+k 300 eh- ¼xzke&ekbZycsM+k½ ¼fodkl[k.M&cLrj½ Total Amount

Qty Amount Qty Amount Qty Amount Qty Amount

1 3.5(ii) Excavation in Cutting in Soil by Manual/Machinery means Excavation for roadwork in soil with manual/Machinery including Cum cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross- sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 Cum 85 262.50 22313 0.00 0 225.00 19125 487.50 41438

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 0.00 0 225.00 14625 0.00 0 225.00 14625

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 upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Cum 394 173.65 68418 139.50 54963 13.58 5349 326.73 128730

4 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) Maintenance of shoulder (stripping of excess material) Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 Cum 804 275.63 221603 231.75 186327 236.25 189945 743.63 597875

5 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 294.00 1731366 247.20 1455761 252.00 1484028 793.20 4671155

6 7.18(i) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C Shoulder( I. P.C.C grade M 15 (Nominal mix (1:2.5:5) Cum 4839 70.00 338730 60.00 290340 60.00 290340 190.00 919410

7 3.12(B) Construction of subgrade and earthen shoulders with approved Cum material (Granular material having CBR not less than 10) 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.(To be used for side shoulder WBM) Cum 223 70.00 15610 0.00 0 60.00 13380 130.00 28990

8 9.14 (B) (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 1.00 18610 1.00 18610 1.00 18610 3.00 55830

9 9.15 (A) Providing and fixing “Citizen Information Board/Maintenance Information Boade” 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 1.00 14010 1.00 14010 1.00 14010 3.00 42030

10 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.(A) 600 mm dia M 2928 15.00 43920 15.00 43920 7.50 21960 37.50 109800

11 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 M 1129 45.00 50805 0.00 0 37.50 42338 82.50 93143

12 7.10(i) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, P.C.C grade M 10 (Nominal mix 1:3:6) Cum 4614 83.90 387115 0.00 0 4.95 22839 88.85 409954

13 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 4970.00 110.25 547943 135.00 670950 0.00 0 245.25 1218893

14 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 III. R.C.C grade M 20 R.C.C Cover in front of houses Cum 5644.00 9.00 50796 2.10 11852 0.00 0 11.10 62648

15 7.19 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 R.C.C Cover in front of houses MT 72243.00 4.01 289772 0.36 26224 0.00 0 4.37 315996

Add 18% G.S.T of Construction cost 684182 501765 381946 1567893

Sub Engineer Assistant Engineer Executive Engineer

PIU 1,CGRRDA Bastar PIU 1,CGRRDA Bastar PIU 1,CGRRDA Bastar