ward 15 mahalla? nayagaon akhada ke paas samarsebul boring pyau ka nirman karya.

ward 15 mahalla– nayagaon akhada ke paas samarsebul boring pyau ka nirman karya.

S.No. SOR Particulars Unit Qty Rate Amount

1 BCD 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. M³ 3.32 360.70 1198.00

2 BCD 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. M³ 2.43 287.30 698.00

3 BCD 11.72 Providing designation 100 A one brick Flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l M² 9.64 283.30 2731.00

4 BCD 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) M³ 0.69 3998.10 2759.00

5 BCD 5.1.2 Providing and laying in position 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work puto plinth level M³ 1.86 4688.30 8734.00

6 B C D 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) M³ 0.75 5670.00 4253.00

7 BCD 5.3 + 5.33B.4 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work puto plinth level M³ 1.60 5719.70 9136.00 5973625

8 BCD 5.22.7B Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo- Kg 336.82 92.60 31190.00

9 BCD 6.1.12/A Brick work with bricks of class designation 100A in foundations and plinth in Cement mortar 1 .:4 (1 cement: 4 coarse sand ) -do-all comp job as per direction of E/I M³ 1.71 5017.90 8562.00

10 BCD 4.10 Providing and laying damp-proof Course 40 mm thick with cement concrete 1:2:4(1 cement:2:2 coarse sand :4 graded stone aggregate 20mm nominal size) M² 2.17 210.45 456.00

11 BCD 6.1.12/A +6.3A Brick work with bricks of class designation 100A in foundations and plinth in Cement mortar 1 .:4 (1 cement: 4 coarse sand ) -do-all comp job as per direction of E/I M³ 5.72 5860.10 33534.00

12 BCD 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. M² 6.98 211.60 1477.00

13 BCD 5.9.6 Centring and shuttering including strutting,propping etc. and removal of form forColumns,Pillars, Piers, Abutments, Posts and Struts M² 12.00 494.40 5933.00

14 BCD 5.9.21 Centring and shuttering including strutting,propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick. M² 6.50 518.90 3372.00

15 BCD 5.9.20 Centring and shuttering including strutting,propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform with water proofply 12 mm thick. M² 8.49 544.60 4623.00

16 BCD 10.5.1 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer Using M.S. angle 40x40x6 mm for diagonal braces M² 1.89 3653.00 6904.00

17 BCD 9.48.1 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Kg 0.76 144.50 109.00

18 BCD 13.17.2 12 mm cement plaster 1:4( 1 cement: 4coarse sand) finished with a floating coat of near cement do-all complete job as per direction of E/I M² 7.62 192.20 1465.00

19 BCD 13.11.2 12 mm cement plaster of mix 1:4(1 cement :4 coarse sand)-do-all complete job as per direction of E/I M² 55.27 152.90 8451.00

20 BCD 13.24.2 6 mm cement plaster to ceiling of mix 1:4(1 cement: 4 coarse sand)-do-all complete job as per direction of E/I M² 3.24 125.60 407.00

21 BCD 8.2.2.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 sqm M² 29.43 4401.20 129527.00

22 BCD 13.78.1 + 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade over Applying one coat of cement primer of approved brand and manufacture on wall surface M² 19.17 119.80 2297.00

23 BCD 13.82.1+13.81.3 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade New steel work (two or more coats) M² 2.27 118.10 268.00

24 BCD 18.8.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & coldwater supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing.This includes jointing of pipes & fittings with on e step CPVC solventcement and testing of joints completeas per direction of Engineer in Charge. 25 mm nominal outer dia Pipes Each 30.00 463.10 13893.00

25 BCD 17.28.2.1 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 Each 5.00 434.20 2171.00

26 BCD 18.48 Supplying and installing 2000 liters PVS Syntax tank on roof top of building and making connection of rising delivery and overflow and air pipe etc all complete work as per direction of Eng. I/C one no. Lit 2000.00 9.70 19400.00

27 BCD 24.1.1.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 meter depth below ground level. 300 mm dia. M 90.00 486.80 43812.00

28 BCD 24.3.2 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.150 mm nominal size dia M 60.00 660.10 39606.00

29 BCD 24.4.2 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia M 30.00 673.50 20205.00

30 BCD 24.13.2 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 150 mm dia Each 1.00 210.70 211.00

31 BCD 24.15.2 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS: 2800 (part I). 150 mm dia Each 1.00 281.80 282.00

32 BCD 24.8 Gravel packing in tube well construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in charge. M³ 6.00 1343.20 8059.00

33 BCD 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. hour 24.00 916.80 22003.00

supply, installation & commissioning of single phase 2 H.P submersible motor pump

(Rates are taken as per model estimate of “RURAL PIPED WATER SUPPLY SCHEME” july 2018 Of PHED, Bihar. Sub Est. No. 4a )

34 Supply Installation, Commissioning and testing of single phase 2 HP submersible pump set having discharging capacity 2.5 LPs at a total head of 35 meter (aapox) of KSB/Kirloskar or equivalent make with all accessories & Fittings etc including loading unloading and transportation of the pump set tp the work site with all required labour, materials, tools and tackless installation, testing & commissioning as per standards specifications and directions of E/I. (i) 40 mm dia x 3 Mtrs long medium class G.I column pipe both end threaded and one end socketed. -06 Nos (ii) 1 x 3 x 5 MM³ flat copper conductor submersibli cable - 40 (forty ) Mtrs. (iii) 40 mm dia union socket. - 01 (one) No (iv) 50 mm dia x 250 mm long G.I nipple - 01 No (v) 40 mm dia G.I Elbow - 01 No (vi) 40 mm dia M.S Clamps - 02 Pairs (vii) 40 mm x 250 mm long G.I Nipple - 01 No (viii) Tube well cap for 125 mm dia T/Well - 01 No (ix) 40 mm dia x 50 mm dia reducer socket - 01 No Per Job 1.00 30500.00 30500.00

35 Supply installation, commissioning and testing of floor mounted outdoor type LT Feeder pillar single phase starter controll pannel operated on 220 V, 3 Phase, 50 C/S for 2 HP submersible pump set made of MS sheet (minimum 2 mm thick) duly spray power coated painting with following accessories made of M.S sheet (minimum 2 mm thick) duly spray powder coated painting with following accessories. (i) 95-272 V range single phase 5 KVA automatic voltage sablizer make - Sen & Pandit/Vertex/ISI Market if any - 01 No (ii) Suitable single phase starter control panel for above motor of BCH/L&T Make - 01 No Per Job 1.00 28500.00 28500.00

36 BCD 1549 40 mm dia x 3 Mtrs long medium class G.I column pipe both end threaded and one end socketed. Per Mtr 25.00 336.84 8421.00

37 Supplying & Fitting 2.5 MM² copper service cable from power point fron nearest sourse upto pumping station... Per Mtr 15.00 130.00 1950.00

38 Providing all materials and labour required for doing earthing station wirh G.I earth pipe of 40 mm dia x 4.5 Mtrs 20 Fts long G.I pipe including accessories excavation of earth, providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. with salt, charcoal, etc as per IE & IS specification. Per Job 1.00 2803.00 2803.00

39 Carriage of materials-

i Coarse Sand M³ 5.32 1387.82 7388.00

ii Stone Chips M³ 4.20 1370.81 5752.00

iv Local Sand M³ 2.57 268.35 689.00

40 SIGN BOARD 3500.00

Total Cost 530193.00

Add 5.36% for Additional GST 28418.00

41 Seigniorage fee

i Coarse Sand M³ 5.32 17.58 94.00

ii Stone Chips M³ 4.196 59.54 250.00

iv Local Sand M³ 2.569 14.19 36.00

Total Rs. 560743.00