NIT NO. 79/Durg(Durg)/2026

NIT SCHEDULE FOR CONSTRUCTION OF DOME SHED AT SATNAM BHAWAN SECTOR - 6 BHILAI DIST- DURG (C.G)

PAC RS - 46.91 LACS

S.NO. S.O.R. ITEM PARTICULAR OF ITEM QUANTITY UNIT RATE AMOUNT

1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area). 1144.00 Sqm 7.20 8237.00

2 1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. 376.94 Cum. 185.00 69734.00

3 1.6.1 Extra for every additional lift of 1.5 m or part thereof. (i) All types of soil 56.448 Cum. 26.50 1496.00

4 3.1.3 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm 16.000 Cum. 2970.00 47520.00

5 3.2.1 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 41.230 Cum. 4163.00 171640.00

6 3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth. 41.23 Cum. 97.50 4020.00

7 3.12.1 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete: Thermo-Mechanically treated bars FE 500D 3890.48 Kg. 54.50 212031.00 2959.2

8 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 159.640 Sqm. 139.00 22190.00

9 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape 112.100 Sqm. 297.00 33294.00

10 2.1.8 Beams, lintels, cantilevers & walls 120.600 Sqm. 202.00 24361.00

11 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete. 356.09 Sqm. 371.00 132109.00

12 7.5.4 Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand) 23.04 Cum. 3263.00 75180.00

13 7.6 Extra for brick work in superstructure: Above plinth level for every floor or part there of in addition to rate for foundation and plinth: 23.04 Cum. 121.00 2788.00

14 11.3.4 15mm thick cement plaster on the rough side of single or half brick wall of mix: In Cement Mortar 1:6 (1 cement : 6 fine sand) 153.60 Sqm. 107.00 16435.00

15 12.79.1 Providing and laying vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete. Size 600x600mm 182.16 sqm 1082.00 197097.00

16 9.3 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer.Electric resistance or induction butt welded tubes Grade-250 21400.00 KG 88.50 1893900.00

17 9.4 Extra for curvature in making steel work in tubular structure in built-up sections, trusses and frame work 21400.00 KG 2.30 49220.00

18 9.4 Extra for hoisting trusses and placing in position over height above 5m for every 2.5 m height or part thereof. 82800.00 KG 2.70 223560.00

19 10.12 Supply and fixing of polymer precoated galvalume profile sheets (PPGL) of approved size, shape and pitch of corrugation, total coated thickness (TCT) 0.60 mm +/- 5%, epoxy primer on both side of the sheet and colour polyester top coat 18-20 microns and 6-7 microns on bottom. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1144.00 Sqm. 693.00 792792.00

20 14.74 Providing and applying priming coat on steel work with red Oxide/ zinc phosphate primer applied @ 0.50 lit /Sqm as per relevant code 3536:1999 ( product such as Asian Zinc phosphate , Dulux Steel primer, Burger Red oxide primer ) with all tools tackles and labour etc. complete for the work. 98.80 Sqm. 35.00 3458.00

18 12.65.2 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm 1116.00 Sqm. 632.00 705312.00