Construction of ghat, beautification and construction of public facilities in Sati Pokhar located in Parri village ofBiraulblock.

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3(2 G.F.+1 F.F.) vfrfjDr oxZ d{k fl<+h ?kj] ,oa cjkenk dk izkDdyu

¼foŸkh; o"kZ 2024-25 ½

fnukad 01-01-2022 ls izHkkoh vuqlwfpr nj ij vk/kkfjr

Continious Strip Foundation

Ø0 la0 vuqlwfpr nj Øekad dk;Z en dk fooj.k bdkbZ nj ek=k@la0 jde

2 2.8.1 uhao esa feVVh [kqnkbZ dk dk;Z -------------------- ÄuehVj 360.70 141.47 51030.00

3 2.28 uhao esa lkQ ckyw HkjkbZ dk dk;Z --------------- ÄuehVj 281.40 8.08 2274.00

4 11.72 uhao esa 100 , fczd QySV lksfyax dk dk;Z ---- oxZehVj 283.30 106.07 30049.00

5 4.1.6 uhao esa Iysu lhesaV daØhV ¼ih0lh0lh0½ 1%3%6 lhesaV%ckyw%fpIl ds vuqikr esa <ykbZ dk;Z ÄuehVj 3279.80 10.38 34042.00

6 5.1.2 uhao esa vkj0 lh0lh0 ¼ 1%1-5%3½ lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z ------- ÄuehVj 4688.30 32.29 151393.00

7 6.1.12/1 uhao esa 100 , bZV pqukbZ lhesaV e'kkyk ¼1%4½ ds vuqikr ÄuehVj 5017.90 13.81 69279.00

8 5.1.2 xzsM che esa vkj0 lh0lh0 ¼ 1%1-5%3½ lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z ------- ÄuehVj 4688.30 5.94 27828.00

9 6.1.12/1 dqlhZ esa 100 , bZV pqukbZ lhesaV e'kkyk ¼1%4½ ds vuqikr ÄuehVj 5017.90 13.47 67586.00

10 6.18.4A+ 6.19A 100 , 125 feeh bZV pqukbZ lhesaV e'kkyk ¼1%4½ ds vuqikr esa oxZehVj 689.00 11.29 7780.00

11 5.2.2 dkWye esa vkj0 lh0lh0 ¼1%1-5%3½ lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z ------- ÄuehVj 5670.00 11.31 64120.00

12 1549 jSEi jsfyax esa 40 feeh O;kl ds LVhy ikbZi vkiwfrZ ,oa tke djus dk laiw.kZ dk;Z ehVj 290.00 22.87 6631.00

13 4.11 dqlhZ Lrj ij 50 feeh eksVk ueh fujks/kd ijr ¼Mh0ih0lh0½ ¼1%2%4½ lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z ------- oxZehVj 245.60 245.50 60294.80

14 2.28 Hkou esa tehu Lrj ls dqlhZ Lrj rd ckyw HkjkbZ dk;Z ÄuehVj 281.40 80.93 22775.00

15 5.2.2 fyaVy esa vkj0 lh0lh0 ¼1%1-5%3½ lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z ------- ÄuehVj 5670.00 5.94 33669.00

16 5.2.2 lhy cSaM esa vkj0 lh0lh0 ¼1%1-5%3½ lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z ------- ÄuehVj 5670.00 2.24 12701.00

17 6.1.12/1+ 6.3A dqlhZ Lrj ls Nr Lrj rd 100 , bZV pqukbZ dk;Z ¼1%6½ lhesaV ckyw ds vuqikr esa--- ÄuehVj 5860.10 69.51 407310.00

18 13.24.2+ 13.26 + 13.70.1 Nr Lrj ij nhokj dss mijh Hkkx esa <+ykbZ ls iwoZ 6 fe0eh0 eksVk 1%4 IyLrj ifuax rFkk rhu dksV pwuk iqrkbZ oxZehVj 185.00 32.26 5968.00

19 5.2.2 63 eh0eh0 eksVk NTtk esa vkj0lh0lh0¼1%1.5%3½ lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z ÄuehVj 5670.00 0.57 3252.00

20 5.2.2 35 eh0eh0 eksVk jSd esa vkj0lh0lh0¼1%1.5%3½lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z ÄuehVj 5670.00 0.38 2154.00

21 5.2.2 fl<+h ?kj esa vkj0 lh0lh0 ¼1%1-5%3½ lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z ------- ÄuehVj 5670.00 7.41 42017.00

22 5.2.2 lHkh izdkj ds che esa vkj0lh0lh0¼1%1-5%3½lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z --- ÄuehVj 5670.00 2.78 15790.00

23 5.2.2 Nr esa 0'-5" eksVk vkj0lh0lh0¼1%1-5%3½lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z --- ÄuehVj 5670.00 27.73 157206.00

24 10.17 16 fe-eh eksVk ekbZyM LVhy NM+ dk ia[kk dk gwd -------------- la[;k 174.60 24.00 4190.00

25 13.11.1+ 13.36.1 12 feeh eksVk ty fujks/kh lhesaV IykLVj 1%3 lhesaV ckyw ds vuqikr esa 5% ty fujks/kh feJ.k ds lkFk oxZehVj 173.30 109.18 18921.00

27 12.80.1 Nr ls ikuh fudklh gsrq 40 fe0eh0 O;kl dk G I ikbZi tke djus dk laiq.kZ dk;Z la[;k 184.10 16.00 2946.00

28 10.7 1 feeh eksVk ekbZyM LVhy pnjk ,oa 40 x 40x 6 feeh ,axy ds pkSs[kV ij cuk gqvk njcktk ,oa f[k³dh dh vkiwfrZ ,oa tke djus dk iqjk dk;Z -------------------- oxZehVj 4279.90 24.81 106202.00

29 9.48.1 20 feeh xquk 6 feeh ,e-,l QySV dk cuk gqvk fxzy dh vkiqfrZ ,oa tke djuk--fof'kf"V;ksa ds vuqlkj lEiw.kZ dk;Z-- fdxzk 144.50 180.00 26010.00

30 13.13.2+ 13.26 20fe0eh0 eksVk ¼1%4½IykLVj ,oa 1-5 fe0eh0 eksVk ifuax esa gjk jax feykrs gqq, gfjr iV~V (Green Board )ss dk fuekZ.k oxZehVj 250.40 22.30 5585.00

31 13.11.4 12 feeh eksVk lhesaV IykLVj ¼1%6½ lhesaV ckyw ds vuqikr esa ---- oxZehVj 141.50 557.84 78934.00

32 13.11.4+ 13.26 12 feeh eksVk lhesaV IykLVj ¼1%6½ lhesaV ckyw ds vuqikr ,oa ifuax a ---- oxZehVj 182.00 59.55 10837.00

33 13.24.2 6 feeh eksVk lhesaV IykLVj ¼1%4½ lhesaV ckyw ds vuqikr esa ------- oxZehVj 125.60 281.03 35297.00

34 11.72 uhao esa 100 , fczd QySV lksfyax dk dk;Z ---- oxZehVj 283.30 127.13 36016.00

35 11.26.1 Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete……… oxZehVj 1252.70 215.70 270209.00

36 4.1.3 Pro. P.C.C. (1:2:4:) Work below Kota stone floor ÄuehVj 3998.10 9.69 38722.00

37 N.S yd³h dk fcV fuekZ.k dk;Z & fof'kf"V;ksa ds vuqlkj lEiw.kZ dk;Z ehVj 40.00 40.24 1610.00

38 13.70.1 nhokj ds vkarfjd lrg ij rhu dksV pwus dh lQsn iksrkbZ djuk fof'kf"V;ksa ds vuqlkj lEiw.kZ dk;Z ------------- oxZehVj 18.90 561.08 10604.00

39 13.78.1+13.79.1 nhokj ds ckgjh lrg ij ,d dksV lhesaV izkbej ¼csl½ ds mij rhu dksV okVj çqQ lhesaV dyj okl djuk ------ oxZehVj 119.80 242.15 29010.00

40 13.94.1 njoktk ,oa f[k³dh dh bLikr lrg ij jsMh feDLM ftad DyksjsV ihyk izkbej ls ,d dksV izkbej djuk ------ oxZehVj 116.50 66.98 7804.00

41 5.9.5 LVªfVax ,oa çksfiax ds lkFk lsafV~ªx ,oa lVfjax dk;Z ,oa gVkus dk dk;Z------------ oxZehVj 404.70 133.49 54024.00

42 5.9.6 LVªfVax ,oa çksfiax ds lkFk lsafV~ªx ,oa lVfjax dk;Z ,oa gVkus dk dk;Z------------ oxZehVj 494.40 123.45 61034.00

43 5.9.3 LVªfVax ,oa çksfiax ds lkFk lsafV~ªx ,oa lVfjax dk;Z ,oa gVkus dk dk;Z------------ oxZehVj 437.50 228.40 99926.00

44 5.9.7 fl<+h esa LVªfVax ,oa çksfiax ds lkFk lsafV~ªx ,oa lVfjax dk;Z ,oa gVkus dk dk;Z------------ oxZehVj 439.90 40.94 18009.00

Dist - Darbhanga

45 Carriage cost of material

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bZV 1 7 thousand #REF! 820.73 #REF!

LFkkuh; ckyw 1 2 cubic meter #REF! 277.20 #REF!

ckyw 1 15 cubic meter #REF! 3205.24 #REF!

fxV~Vh ¼jsy+ }kjk½ cubic meter #REF! 2509.29 #REF!

NM+ 2 MT #REF! 428.64 #REF!

flesaV 2 MT #REF! 428.64 #REF!

(Note :- Payment will be done on actual carriage from source or yard to site. ) #REF!

46 Difference cost of material

lkexzh bdkbZ ek=k nj jkf'k

bZV 1 7 thousand #REF! 276.00 #REF!

flesaV bag #REF! 4.20 #REF!

1.15 #REF! #REF!

Add labourcess 1.01 #REF! #REF!

47 Add Seignorage amount (i.e 10 % of cost of material) (+) #REF!

48 Add Extra 5.36% GST (+) #REF!

49 Add amount for electricity & equipments (fan,tubelights,led bulb etc.) 75000.00

Sanction of estimate is not the sanction of rate. Say #REF!

Technical Sanction accorded for Rs. 38,89,000/-(Rupees Thirty Eight lakh Eighty Nine thousand only)

Junior Enginer Assistant Engineer

BEPC, Darbhanga BEPC, Darbhanga

lkefxz;ksa dh <qykbZ

i ftyk eq[;ky; dks vk/kkj ekudj LVksu fpIl ,oa dkslZ lSUM ds <qykbZ ykxr dh x.kuk dh x;h gSA fdlh dk;Z LFky ij fuekZ.k lkefxz;ksa dh miyC/krk ftyk eq[;ky; ds fy, fu/kkZfjr nwjh ls de gksus ij fu;ekuqlkj <qykbZ ykxr esa dVkSrh vko';d gSA

ii flesUV ,oa LVhy ds fy, 2 fdyksehVj nwjh ij miyC/krk ds vk/kkj x.kuk dh x;h gSA ,sls fo|ky; tks 'kgjh {ks= esa vkrs gSa] ogkW 1 fdyksehVj nwjh ij flesUV ,oa LVhy miyC/k gks tkrk gSA ,sls dk;Z LFky ij flesUV ,oa LVhy ds okLrfod <qykbZ HkkM+k dh x.kuk djrs gq, <qykbZ ykxr esa dVkSrh vko';d gSA

iii dk;Z esa Tata, Sail, Vizag, Shyam Steel Industries ds LVhy dk gh iz;ksx fd;k tk;A fdlh Hkh fLFkfr esa LFkkuh; jksfyax fey ls miyC/k LVhy dk iz;kx ugha fd;k tk;A

Administrative aproval accorded for Rs. 38,89,000/-(Rupees Thirty Eight lakh Eighty Nine thousand only)

DPO (EE& SSA) DEO

Darbhanga Darbhanga

BILL OF QUANTITY

dk;Z dk uke & बिरौल प्रखण्ड के ग्राम पररी में स्थित सती पोखर में घाट का निर्माण, सौन्दर्जीकरण एवं जन सुबिधा निर्माण कार्य |

ESTIMATED COST - Rs. 24773310.00

EARNEST MONEY - Rs. 495500.00

COST OF B.O.Q. - Rs. 10000.00

TIME OF COMPLETION - 12 Month

DATE OF TENDER -

TOTAL Nos. OF ITEMS - 95

Sl. No. SOR NO Description Qty. Unit Rate including 5.36% GST(for 12% to 18%) Amount

1 2.33 Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared. 1397.50 100 sqm 376.35 5259.00

2 2.25 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 3756.20 KL 112.95 424247.46

3 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 bottom. Lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kind of soil as per specification and direction of E/I. 6024.23 cum 380.03 2289409.00

4 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth ) 852.00 cum 187.86 160054.00

5 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 522.81 cum 302.70 158254.00

6 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 40.61 cum 130.54 5301.00

7 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, 2394.66 sqm 298.48 714770.00

8 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 40 mm nominal size) 355.64 cum 4212.40 1498097.00

9 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, inishing and reinforcement-All work upto plinth level in 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 502.81 cum 4939.59 2483677.00

10 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) 4.41 cum 5973.91 26345.00

11 5.3 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 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). 1.00 cum 5621.90 5622.00

12 5.3+5.33B4 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 excluding the 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). 18.09 cum 6026.28 109015.00

13 6.1.12A Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1 .:4 (1 cement: 4 coarse sand ) 63.03 cum 5286.86 333231.00

14 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1 .:6(1 cement: 6 coarse sand ) 23.19 cum 5078.25 117765.00

15 6.1.14A+6.3A Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) Extra for Brick work in superstructure above plinth level upto floor V 40.31 cum 5459.02 220053.00

16 6.18.4A+6.19A Half Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:4 (1 cement: 4 coarse sand ) Extra for Brick work in superstructure above plinth level upto floor V 52.16 sqm 725.93 37865.00

17 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for.Foundations, footings, bases of columns etc. for mass concrete. 1792.64 sqm 222.94 399654.00

18 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for.Lintels, beams, plinth bams, griders, bressumers and contilevers. 33.49 sqm 426.39 14280.00

19 5.9.6 Centring and shuttering including strutting,propping etc. and removal of form for Columns,Pillars, Piers, Abutments, Posts and Struts. 201.04 sqm 520.90 104722.00

20 5.9.19 Centring and shuttering including strutting,propping etc. and removal of form for Weather shade,Chajjas, corbels etc. including edges. 6.69 sqm 580.43 3883.00

21 5.9.3 Centring and shuttering including strutting,propping etc. and removal of form for Suspended floors, roots, landings, balcnies and access platform. 90.37 sqm 460.95 41656.00

22 13.24.2 6 mm cement plaster to ceiling of mix :1:4(1 cement: 4 coarse sand) 100.52 sqm 132.33 13302.00

23 13.12.4 15 mm cement plaster of mix: 1:6 (1 cement:6 coarse sand) 194.27 sqm 171.53 33322.00

24 13.11.4 12 mm cement plaster of mix: 1:6 (1 cement:6 coarse sand) 219.44 sqm 149.08 32715.00

25 13.17.2 12 mm cement plaster of mix: 1:4 (1 cement:4 coarse sand) with neat cement punning. 308.31 sqm 202.50 62433.00

26 13.12.4 providing 1.5 mm Neat cement punning 6.28 sqm 42.67 268.00

27 11.29.1 40 mm thick rough chisel dressed stone flooring over 20 mm (average) thick base including pointing with C.M 1:2 (1 cement :2 stone dust) with an admixture of pigment to match the shade of the stone with base 1:1:1 (1 lime : 1surkhi : coarse sand or 1:5 (1 cement : 5 coarse sand) Red sand stone 2614.40 sqm 937.28 2450432.00

28 11.31 Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab. 2795.00 mtr 87.34 244125.00

29 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete 50.07 sqm 837.61 41939.00

30 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete. 30.93 sqm 723.61 22381.00

31 11.77 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 2412.00 sqm 759.75 1832519.00

32 10.18 Providing and fixing M.S.fan clamp type I or II of 16 mm dia.M.S. bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop,all as per standard design complete. 16.00 Each 174.27 2788.00

33 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. (Fixed to steel windows by welding) 427.80 kg 152.25 65130.00

34 10.5.1 Providing and fixing 1 mm thick M.S. sheet door with frame of40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings complete jncluding applying a priming coat of approved steel primer.Using flats 30x6 mm for diagonal braces and central cross piece. 29.37 sqm 3653.78 107312.00

35 10.44 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer_In_charge. 411.60 kg 106.73 43930.00

36 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). 1932.48 kg 576.11 1113318.00

37 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

10 5.22.7 Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars TMTC-500-

41 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade New work (three or more coats) 491.50 sqm 85.55 42049.00

42 13.94.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 75.70 sqm 122.74 9292.00

43 Carraige cost of materials (lead is source to site)

(a) Stone Chips 768.05 cum 3046.52 2339877.00

(b) Coarse Sand 509.19 cum 3347.18 1704352.00

(c) Local Sand 558.62 cum 326.76 182537.00

44 extra cost of materials

c Coarse Sand 509.19 cum 105.73 53836.00

45 Provision of Seigniorage charge @ 10% of material's basic rate.

b Coarse Sand 509.19 cum 25.08 12770.00

c Local Sand 558.62 cum 14.19 7927.00

d Stone chips 20 mm 541.48 cum 59.54 32240.00

e Stone chips 10 mm 226.57 cum 65.79 14906.00

46 17.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required :

47 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 5 each 4710.54 23553.00

48 17.23 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respective 2 each 1079.83 2160.00

49 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :

50 17.7.4 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 2 each 2250.28 4501.00

51 17.28.1.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32 mm dia 2 each 95.88 192.00

52 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion

53 Providing and fixing on wall face unplasticised -PVC molded Following type fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

12.79.1.2 (a) Coupler 110 mm dia 10 each 126.43 1264.00

12.79.3.2 (b) single Tee with door 110 mm dia 5 Each 203.77 1019.00

12.79.4.2 (c ) single Tee without door 110 mm dia 12 each 200.92 2411.00

12.78.1 (f) Vent pipe 75 mm dia 1 each 171.42 171.00

54 12.80.2 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete 110 mm 10 Each 192.51 1925.00

55 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water 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 one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charg Concealed work, including cutting chases and making good the walls etc.

18.8.1 15 mm nominal outer dia Pipes 45 mtr 293.11 13190.00

18.8.2 20 mm nominal outer dia Pipes 125 Mtr 369.60 46200.00

56 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)

18.17.1A 20 mm nominal bore 6 each 490.35 2942.00

57 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :15 mm nominal bore 35 Each 457.47 16012.00

58 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1000 per Litter 10.22 10220.00

59 24.3 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

24.3.1 100 mm nominal size dia 50 mtr 575.37 28769.00

60 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge.

18.9.3 25 mm nominal outer dia Pipes 50 mtr 310.50 15525.00

61 24.4.1 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.:- 100mm nominal size dia 5 Mtr 603.82 3019.00

62 Wiring for Light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm PVC insulated copper conductor single core cable in surface/recessed PVC conduit with piano type switch phenolic laminated sheet suitable size pvc/ms box etcAs required

63 1.5 Wiring for light/ power plug plug with 2 X 4 sq. mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required 14 Mtr 309.00 4326.00

64 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

65 Supplying and fixing following size/ modules, GI box along with modular base and cover plate for modular switches in recess etc as required.

66 1.27.1 1 or 2 Module (75mmX75mm) 1 each 234.00 234.00

69 Supplying and fixing following Modular base and cover plate on existing modular metal boxes etc. as required

73 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.

75 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 4 Each 531.00 2124.00

76 1.33 Supplying and fixing 2 pin, 6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 13 Each 64.00 832.00

77 1.34 Supplying and fixing batten/ angle holder including connection etc. as required 13 Each 80.00 1040.00

78 8.17 Supply and installation of 300 mm, 230 v A.C. exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required. 1 each 2572.00 2572.00

79 1.50.1 Istallation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.Upto 450 mm sweep 1 Each 296.00 296.00

80 2.6.1 Providing and fixing capacity double pole/ four pole OFF-load changeover switches with side handle operation, in sheet enclosure in existing metal board, including drilling holes in metal panel, making connections etc. as required , 63 A, four pole 1 Each 2035.00 2035.00

81 8.15 Supply and installation of regulator/ standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rod of standard length (up to 30 cm) with 1.5 sq mm FR PVC insulated copper conductor etc as required. 5 each 2482.00 12410.00

82 Supplying and fixing following way, horizontal type three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus - bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required, (But without MCB/RCCB/lsolator)

83 2.8.2 4 way ( 4 + 12 ), Double door, horizontal type 1 each 1399.00 1399.00

84 Supplying and fixing following ways, surface / recess mounting vertical type 115V TPN MCB distribution board of sheet steel ,dust protected, duly powder painted,inclusive of 200 amp tinned copper bus bar,common neutral link, earth bar, din bar, for mounting MCB's (but without MCB's and incomer) as required' (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)

85 2.12.1 6 A to 32'A, Single pole 4 Each 237.00 948.00

86 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required.

6.1.5 7 watt LED lamp 13 Each 148.00 1924.00

87 MR Providing S/F/F 1 HP electric Motor ………. Etc All comp. job 1 each 8500.00 8500.00

88 8.21 Supply and erection of 4 metre height Hot-dip galvanized octagonal street light pole with following arm with top dia 70 mm and bottom dia A/F 130 mm, made of 3 mm thick sheet along with base plate of size 220 X 220 X 12 mm , small door opening for junction box mounting including 64 'C' series SP MCB, connector, and suitable size foundation bolts with

89 5.14 Supplying and fixing following types LED street light with minimum efficacy 100 lm/w in die cast aluminium housing, toughened glass, lP 66 protection and complete with electronic driver etc on pole/building including connection earthing the body etc as required.

90 2.1 Providing and fixing following capacity double pole/ TP&N sheet metal switch disconnector fuse unit in the existing metal panel board with rewireable type fuses including drilling holes in metal panel, making connections etc' as required.

2.1.2 32 Amp, double Pole 4.00 Each 1946.0 7784.00

91 2.12 Supptying and fixing following rating, 24Al4L5 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required'

2.12.1 6 A to 32'A, Single pole 1.00 Each 237.0 237.00

92 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

1.7.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 361.00 mtr 422.00 152342.00

93 1.21.5 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required. 50 mm 204.00 per/mtrs. 265.00 54060.00

94 3.5 Earthing with copper earth plate 600mmX600mmX3mm thick including accessories. a nd providing masona ry enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. ( but without charcoal/ coke and salt ) as required. 2.00 set 12415.0 24830.00

95 3.9 Supplying and laying 25 mm X 6 mm G.t. strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with GI nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of G.l. nut bolt & spring washer spaced at 50 mm) 20.00 mtr 133.0 2660.00

fcgkj f'k{kk ifj;kstuk ifj"kn~] iVukA

3(2 G.F.+1 F.F.) vfrfjDr oxZ d{k fl<+h ?kj] ,oa cjkenk dk izkDdyu

Continious Strip Foundation

Øekad&1 LFky dh lQkbZ -------------------------------

0L01 vuqekfur 2 etnqj

Øekad&2 uhao esa feVVh [kqnkbZ dk dk;Z -------------------------

2.8.1 yEckbZ (10" WALL)

[kqnkbZ dk {ks=Qy &

[kqnkbZ dh ek=k &

uhao esa 974.00 oxZ QhV x 5 ^& 0 "= 4870.00 Äu QhV

LVssi ,ao jSEi esa - 167.31 oxZ QhV x 0 ^& 9 "= 125.48 Äu QhV

Øekad&3 uhao esa lkQ ckyw HkjkbZ dk dk;Z -------------------

2.28 uhao esa 974.00 oxZ QhV x 0 ^& 3 "= 243.50 Äu QhV

LVssi ,ao jSEi esa - 167.31 oxZ QhV x 0 ^& 3 "= 41.83 Äu QhV

Øekad&4 uhao esa 100 , fczd QySV lksfyax dk dk;Z -------

11.72 uhao esa 974.00 oxZ QhV

LVssi ,ao jSEi esa - 167.31 oxZ QhV

1141.31 oxZ QhV

106.07 oxZ ehVj

Øekad&5 uhao esa Iysu lhesaV daØhV ¼ih0lh0lh0½ 1%3%6 lhesaV%ckyw%fpIl ds vuqikr esa <ykbZ -------

4.1.6 LVssi ,ao jSEi esa - 167.31 oxZ QhV x 0 ^& 3 "= 41.83 Äu QhV

uhao esa 974.00 oxZ QhV x 0 ^& 4 "= 324.67 Äu QhV

Øekad&6 uhoa esa vkj0 lh0lh0 (1:1.5:3) lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z -------

Øekad&7 uhoa esa 100 , bZV pqukbZ lhesaV e'kkyk ¼1%4½ds vuqikr esa -------

Øekad&8 xzsM che esa vkj0 lh0lh0 (1:1.5:3) lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z -------

Øekad&9 dqlhZ esa 100 , bZV pqukbZ lhesaV e'kkyk ¼1%4½ds vuqikr esa -------

Øekad&10 125feeh eksVka 100 , bZV pqukbZ lhesaV e'kkyk ¼1%4½ ds vuqikr esa -------

lh<+h jsfyax 2 x 1 x 15 ^& 0 "x 3 ^& 0 "= 90.00 oxZ QhV

Parapet 0 x 1 x 283 ^& 8 "x 0 ^& 3 "= 0.00 oxZ QhV

Øekad&11 dkye esa vkj0 lh0 lh0 (1:1.5:3) lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z -------

Øekad&12 jSEi jsfyax esa 40 feeh O;kl dk G I ikbzi yxkuk ------

Øekad&13 dqlhZ Lrj ij 50 feeh eksVk ueh fujks/kd ijr ¼Mh0ih0lh0½ ¼1%2%4½ lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z -------

Øekad&14 Hkou esa tehu Lrj ls dqlhZ Lrj rd ckyw HkjkbZ dk dk;Z -------------------

1270.00 oxZ QhV

ek=k& 1270.00 oxZ QhV x 2 ^& 2 "= 2751.67 Äu QhV

Øekad&15 fyaVy esa vkj0 lh0lh0 ¼1%1-5%3½ lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z -------

yEckbZ G.F. 251.5 x 1 = 251.50 QhV

esgjko 1 x 9 x 6 ^& 0 "= 54.00 QhV

yEckbZ F.F. 165.0 x 1 = 165.00 QhV

esgjko 1 x 5 x 6 ^& 0 "= 30.00 QhV

Øekad&16 lhy cSaM esa vkj0 lh0lh0 ¼1%1-5%3½lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z -------

5.2.2 lhy cSaM yEckbZ G.F. $ F.F.

ÄVko 249.67 QhV

njoktk & 2 x 3 x 3 ^& 6 "= 21.00 QhV

Øekad&17 dqlhZ Lrj ls Nr Lrj rd 100 , bZV pqukbZ dk;Z ¼1%6½ lhesaV ckyw ds vuqikr esa -------

fyaVy Øekad & 15 ls 209.68 Äu QhV

lhy Øekad & 16 ls 79.10 Äu QhV

Øekad&18 Nr Lrj ij fnokj ds mijh Hakkx esa 6 feeh eksVk (1:4) IyLrj ifuax rFkk rhu dksV pwuk iqrkbZ

Øekad&19 63 eh0eh0 eksVk NTtk esa vkj0lh0lh0¼1%1.5%3½hesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z ---

5.2.2 f[k³dh & G.F.

Øekad&20 35 eh0eh0 eksVk jSd esa vkj0lh0lh0¼1%1.5%3½lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z ---

Øekad&21 fl<h esa vkj0lh0lh0¼1%1-5%3½lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z ---

Øekad&22 che esa vkj0lh0lh0¼1%1-5%3½lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z ---

Øekad&23 Nr esa vkj0lh0lh0¼1%1-5%3½ lhesaV ckyw fpIl ds vuqikr esa <ykbZ dk;Z ---

2349.61 oxZ QhV

2349.61 oxZ QhV

ek=k & 2349.61 oxZ QhV x 0 ^& 5 "= 979.00 Äu QhV

Øekad&25 12 feeh eksVk ty fujks/kh lhesaV IykLVj 1%3 lhesaV ckyw ds vuqikr esa 5 % ty fujks/kh feJ.k ds lkFk

13.11.1+ 13.36.1 dsoy Nr ds mijh Hkkx esa Øekad 23 ls & 1174.81 oxZ QhV

109.18 oxZ ehVj

Øekad&26 N³ dh ek=k ca/kkbZ ds lkFk ---------------------------------------

uhao esa Äu QhV 1140.22 2.00 2280.44 fdxzk

xzsM che Øekad 6 ls 8 Äu QhV 209.58 2.00 419.17 fdxzk

dkye Øekad 11 ls Äu QhV 399.31 3.00 1197.92 fdxzk

fyaVy Øekad 15 ls Äu QhV 209.68 2.00 419.35 fdxzk

lhy cSM Øekad 16ls Äu QhV 79.10 2.00 158.19 fdxzk

NTtk Øekad 19 ls Äu QhV 20.25 2.00 40.50 fdxzk

jSd Øekad 20 ls Äu QhV 13.42 2.00 26.83 fdxzk

fl<h Øekad 21 ls Äu QhV 261.69 3.00 785.07 fdxzk

che Øekad 22 ls Äu QhV 98.33 5.00 491.67 fdxzk

Nr Øekad 23 ls Äu QhV 979.00 2.00 1958.01 fdxzk

Øekad&27 Nr ls ikuh fudklh gsrq 40 fe0eh0 O;kl dk G I ikbZi yxkuk -------------------------------

Øekad&28 1 feeh eksVk ekbZyM Lvhy pnjk ,oa 40 x 40x 6 feeh ,axy ds pkSs[kV ij cuk gqvk njcktk ,oa f[k³dh dh vkiwfrZ ,oa tke djus dk iqjk dk;Z --------------------

Øekad&29 20 x 6 feeh ,e-,l QySV dk cuk gqvk fxzy dh vkiqfrZ ,oa tke djuk--- fof'kf"V;ksa ds vuqlkj lEiw.kZ dk;Z

ek=k & 120.00 oxZ QhV x 1.5 fdxzk / oxZ QhV = 180.00 fdxzk

Øekad&30 20fe0eh0 eksVk (1:4) IykLVj ,oa 1-5 fe0eh0 eksVk ifuax esa gjk jax feykrs gqq, gfjr iV~V (Green Board ) dk fuek.kZZ …..

Øekad&31 12 feeh eksVk lhesaV IykLVj ¼1%6½ lhesaV ckyw ds vuqikr esa

13.11.4 vkUrfjd Hkkx G.F. $ F.F.

fl<h jsfyax 2 x 2 x 15 ^& 0 "x 3 ^& 0 "= 180.00 oxZ QhV

5487.17 oxZ QhV

[kqyk cjkenk & 2 x 2 x 5 ^& 0 "x 7 ^& 0 "= 140.00 oxZ QhV

[kqyk cjkenk & 1 x 13 x 5 ^& 7 "x 5 ^& 8 "= 411.31 oxZ QhV

[kqyk cjkenk & 13 x 0.39 x 5 ^& 7 "x 5 ^& 8 "= 160.41 oxZ QhV

gfjriV` 240.00 oxZ QhV

1645.71 oxZ QhV

vkUrfjd ek=k 3841.45 oxZ QhV

2992.61 oxZ QhV

[kqyk cjkenk & 2 x 2 x 5 ^& 0 "x 7 ^& 0 "= 140.00 Äu QhV

[kqyk cjkenk & 1 x 13 x 5 ^& 7 "x 5 ^& 8 "= 411.31 Äu QhV

[kqyk cjkenk & 13 x 0.39 x 5 ^& 7 "x 5 ^& 8 "= 160.41 Äu QhV

2160.90 oxZ QhV

dwy ckgjh ek=k 2160.90 oxZ QhV

dwy ek=k 6002.35 oxZ QhV

557.84 oxZ ehVj

Øekad&32 12 feeh eksVk lhesaV IykLVj ¼1%6½ lhesaV ckyw ds vuqikr esa ifuax ds lkFk

Øekad&33 6 feeh eksVk lhesaV IykLVj ¼1%4½ lhesaV ckyw ds vuqikr esa

osLV LySo 1 x 2 x 10 ^& 0 "x 4 ^& 0 "= 80.00 oxZ QhV

ySafMax 1 x 2 x 10 ^& 0 "x 4 ^& 0 "= 80.00 oxZ QhV

2195.75 oxZ QhV

Nr dk dksiyk - 1 x 1 x 164 ^& 8 "x 0 ^& 10 "= 137.22 oxZ QhV

cjkenk lkfQV & 13 x 1.57 x 5 ^& 7 "x 0 ^& 10 "= 94.96 oxZ QhV

f[kM+dh dk NTtk 2 x 3 x 12 ^& 0 "x 1 ^& 6 "= 108.00 oxZ QhV

Nr dk NTtk 1 x 1 x 75 ^& 2 "x 2 ^& 0 "= 150.33 oxZ QhV

3023.85 oxZ QhV

281.03 oxZ ehVj

Øekad&34 Q'kZ esa 100 , fczd QySV lksfyax dk;Z -- fof'kf"V;ksa ds vuqlkj lEiw.kZ dk;Z

11.72 {ks=Qy Øekad 33ls & 1270.00 oxZ QhV

1367.92 oxZ QhV

127.13 oxZ ehVj

Øekad&35 Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete………

Øekad 34 ls & 1367.92 oxZ QhV

F.F. 714.98 oxZ QhV

in skirting 196.38 oxZ QhV

jSEi nhokj 1 x 2 x 25 ^& 0 "x 0 ^& 10 "= 41.67 oxZ QhV

2320.94 oxZ QhV

215.70 oxZ ehVj

Øekad&36 Pro. P.C.C. (1:2:4) for flooring work below Kota Stone

Q'kZ esa 1367.92 oxZ QhV x 0 ^& 3 "= 341.98 Äu QhV

Øekad&37 pkVZ isij çn'kZu gsrq fyaVy Lrj ij 1"x1.5" vkdkj ds ydM+h ds chV yxkus dk dk;Z

Øekad&38 nhokj ds vkarfjd lrg ij rhu dksV pwus dh lQsn iksrkbZ djuk fof'kf"V;ksa ds vuqlkj lEiw.kZ dk;Z

13.70.1 Øekad 31 ls & 3841.45 oxZ QhV

Øekad 33 ls & + .= 2195.75 oxZ QhV

6037.20 oxZ QhV

561.08 oxZ ehVj

Øekad&39 nhokj ds ckgjh lrg ij ,d dksV lhesaV izkbej ¼csl½ ds mij nks dksV Luks lse dyj okl djuk & fof'kf"V;ksa ds vuqlkj lEiw.kZ dk;Z

ckgjh nhokj - 1 x 2 x 82 ^& 4 "x 10 ^& 0 "= 1646.67 oxZ QhV

Nr dk dksiyk Øekad 33 ls & 137.22 oxZ QhV

NTtk Øekad 19 ls & 6 x 12.00 72.00 oxZ QhV

NTtk Øekad 33 ls & 150.33 oxZ QhV

3460.67 oxZ QhV

[kqyk cjkenk & 2 x 2 x 6 ^& 0 "x 7 ^& 0 "= 168.00 oxZ QhV

[kqyk cjkenk & 1 x 12 x 6 ^& 0 "x 5 ^& 8 "= 408.00 oxZ QhV

[kqyk cjkenk & 12 x 0.39 x 6 ^& 0 "x 5 ^& 8 "= 159.12 oxZ QhV

2605.55 oxZ QhV

dwy ek=k 2605.55 oxZ QhV

242.15 oxZ ehVj

Øekad&40 njoktk ,oa f[k³dh ij jax dk nks dksV isUV dk;Z ,d dksV izkbej ds mij & fof'kf"V;ksa ds vuqlkj lEiw.kZ dk;Z

Øekad&41 LVªfVax ,oa çksfiax ds lkFk lsafV~ªx ,oa lVfjax dk;Z ,oa gVkus dk dk;Z------------

njoktk 3 x 2 x 3 ^& 6 "= 21.00 QhV

[kqyk cjkenk & 2 x 5 ^& 0 "= 10.00 QhV

[kqyk cjkenk & 13 x 1.57 x 5 ^& 7 "= 113.96 QhV

lhy cSaM 1 x 208 ^& 8 "x 0 ^& 6 "= 104.33 oxZ QhV

1436.38 oxZ QhV

133.49 oxZ ehVj

Øekad&42 LVªfVax ,oa çksfiax ds lkFk lsafV~ªx ,oa lVfjax dk;Z ,oa gVkus dk dk;Z------------

1328.33 oxZ QhV

123.45 oxZ ehVj

Øekad&43 LVªfVax ,oa çksfiax ds lkFk lsafV~ªx ,oa lVfjax dk;Z ,oa gVkus dk dk;Z------------

Nr Øekad 24 ls 2349.61 oxZ QhV

2457.61 oxZ QhV

228.40 oxZ ehVj

Øekad&44 fl<+h esa LVªfVax ,oa çksfiax ds lkFk lsafV~ªx ,oa lVfjax dk;Z ,oa gVkus dk dk;Z------------

fl<+h ySafMax 1 x 4 x 8 ^& 6 "x 4 ^& 6 "= 153.00 oxZ QhV

osLV LySo 4 x 10 ^& 0 "x 4 ^& 0 "= 160.00 oxZ QhV

fcgkj f'k{kk ifj;kstuk ifj"kn~] iVukA

3(2 G.F.+1 F.F.) vfrfjDr oxZ d{k fl<+h ?kj] ,oa cjkenk dk izkDdyu

Material analysis and Labour Analysis

Ø0 la0 vuqlwfpr nj dk;Z en dk fooj.k bdkbZ ek=k lhesaV ckyw fxV`h bZV yksdy ckyw feL=h etnwj

?kuQhV ?kuQhV ?kuQhV la[;k ?kuQhV

2 2.8.1 uhao esa feÍh [kqnkbZ dk;Z --------------- Äu QhV #REF! #REF!

3 2.28 uhao esa lkQ ckyw HkjkbZ dk dk;Z --------------- Äu QhV #REF! #REF! #REF!

4 11.72 uhao esa 100 , fczd QySV lksfyax dk dk;Z ---- oxZ QhV #REF! #REF! #REF! #REF! #REF!

5 4.1.3 uhao esa Iysu lhesaV daØhV ¼ih0lh0lh0½ 1%4%8 Äu QhV #REF! #REF! #REF! #REF! #REF! #REF!

6 5.1.2 uhao esa vkj0 lh0lh0 ¼1%1-5%3½ lhesaV ckyw Äu QhV #REF! #REF! #REF! #REF! #REF! #REF!

7 5.2.2 dkWye esa vkj0 lh0lh0 ¼1%1-5%3½lhesaV ckyw Äu QhV #REF! #REF! #REF! #REF! #REF! #REF!

8 5.3+5.33B4 fyaVy Nr esa vkj0 lh0lh0 ¼1%1-5%3½ lhesaV ckyw Äu QhV #REF! #REF! #REF! #REF! #REF! #REF!

9 6.1.14A uhao esa 100 , bZV pqukbZ e'kkyk ¼1%4½ ds Äu QhV #REF! #REF! #REF! #REF! #REF! #REF!

10 6.1.14A+ 6.3A 100 , bZV pqukbZ dk;Z ¼1%6½ Äu QhV #REF! #REF! #REF! #REF! #REF! #REF!

11 6.18.4A+ 6.19A 125 feeh eksVk 100 , bZV pqukbZ e'kkyk ¼1%4½ ds oxZ QhV #REF! #REF! #REF! #REF! #REF! #REF!

12 13.17.2+ 13.70.1 12 feeh eksVk lhesaV IykLVj ¼1%4½ lhesaV ckyw ]ifuax ,oa pwuk iqrkbZ oxZ QhV #REF! #REF! #REF! #REF! #REF!

13 13.11.1+13.36.1 12 feeh eksVk ty fujks/kh lhesaV IykLVj 1%3 lhesaV ckyw ds vuqikr esa 5 % ty fujks/kh feJ.k ds lkFk oxZ QhV #REF! #REF! #REF! #REF! #REF!

14 13.24.2 6 feeh eksVk lhesaV IykLVj ¼1%4½ lhesaV ckyw oxZ QhV #REF! #REF! #REF! #REF! #REF!

15 13.12.4 15 feeh eksVk lhesaV IykLVj ¼1%6½ lhesaV ckyw oxZ QhV #REF!

16 13.11.4 12 feeh eksVk lhesaV IykLVj ¼1%6½ lhesaV ckyw oxZ QhV #REF! #REF! #REF! #REF! #REF!

17 13.17.2 12 feeh eksVk lhesaV IykLVj ¼1%4½ lhesaV ckyw ]ifuax ds lkFk oxZ QhV #REF! #REF! #REF! #REF! #REF!

18 13.13.2+ 13.26 gfjriV` dk fuekZ.k dk;Z & fof'kf"V;ksa oxZ QhV #REF! #REF! #REF! #REF! #REF!

19 11.3.1 40 fe0 eh0 lhesaV dadzhV Q'kZ ¼1%2%4½ oxZ QhV #REF!

20 5.22.7A N³ dh ek=k ca/kkbZ ds lkFk --------------------------------------- fe0Vu #REF! #REF! #REF!

21 10.7 1 feeh eksVk ekbZyM Lvhy pnjk njcktk ,oa f[k³dh tke djuk oxZ QhV #REF! #REF! #REF!

22 13.70.1 nhokj ds vkarfjd lrg ij rhu dksV pwus dh lQsn iksrkbZ djuk fof'kf"V;ksa ds vuqlkj lEiw.kZ dk;Z ----- oxZ ehVj #REF! #REF! #REF!

23 13.79.1 nhokj ds ckgjh lrg ij ,d dksV lhesaV izkbej ¼csl½ds mij nks dksV Luks lse dyj okl djuk & oxZ ehVj #REF! #REF! #REF!

24 13.81.3+13.82.1 njoktk ,oa f[k³dh dh bLikr lrg ij yky yhM isUV ls ,d dksV izkbej djuk & oxZ ehVj #REF! #REF! #REF!

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cSx ÄuehVj ÄuehVj gtkj ÄuehVj

Cost of Materials

Sl.No. Materials Qty Unit Rate Code Rate Amount

(a) 20 mm Nominal Size #REF! M³ 0295 595.36 #REF!

(b) 10 mm Nominal Size #REF! M³ 0297 657.91 #REF!

2 Coarse Sand #REF! M³ 0982 175.80 #REF!

3 Local Sand #REF! M³ 6501 141.85 #REF!

4 Bricks #REF! Tho. 2602 4852.00 #REF!

Seigniorage amount ( 10 % of cost of material) #REF!