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| # | Company | Amount |
|---|---|---|
| 1 | ₹8.5 L |
Tender Value
₹12.0 L
EMD Value
₹24,000
Closing Date
16 Feb 2026, 3:00 pmClosed
NILOTPAL BIPIN
EXECUTIVE ENGINEER
COLLECTORIATE CAMPUS GOPALGANJ
NILOTPAL BIPIN
Executive Engineer
Prakhand Vijayipur antargat panchayat Sarupai ward no-06 Anganbadi kendra sankhya 126 (Sarupai musahar tola) me Anganbadi bhawan ka nirman kary.khata shankhya -234 kheshra -764 Rakba - 02 D.
124864
GR-15/NIT-25/2025-26/LAEO/W.D. GOPALGANJ
Open Tender
CIVIL
Gopalganj
• Name and Address of Agency with registration No.
• Earnest Money
• PAN NO.
• GST Registration
• Character Certificate
• Affidavit
• If any other document as per NIT
CIVIL
PERCENTAGE
L1
1
7 documents required · 7 mandatory
₹2,500
Processing Fee: 590
₹24,000
23 May 2026
12 Feb 2026
16 Feb 2026
13 Feb 2026
16 Feb 2026
13 Feb 2026
Detailed Estimate of septik tank
Sl. No S.O.R Items of Works No L B H/D Qty Unit Rate Amount
( Fit ) ( Fit ) ( Fit )
Total #REF! Cum 446.10 #REF!
1 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 anddisposal of surplus excavated soil as directed, within a lead of 50 m.All Kinds of soil 6.80 Cum 360.70 2451.00
2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0.28 Cum 287.30 81.00
3 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 3.72 sqm 283.30 1053.00
4 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) 0.28 cum 3998.10 1132.00
5 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 0.57 Cum 4688.30 2655.00
6 6.1.14A +6.3A Brick work with bricks of class designation 100A in :Cement mortar 1:6 (1 cement: 6 coarse sand ) Extra for Brick work in superstructure above plinth level upto floor V cum 3.24 cum 5662.1 18362.00
7 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 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size).Providing M-15grade R.C.C instead of M-20 grade R.C.C 0.47 cum 5719.70 2695.00
8 5.22.7 Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete.
(i) 5.22.7A Thermo-Mechanically Treated bars TMTC-500 8mm dia 16 Kg 94.5 1512.00
(ii) 5.22.7B Thermo-Mechanically Treated bars TMTC-500 10mm dia 24.0 Kg 92.6 2222.00
(iii) 5.22.7C Thermo-Mechanically Treated bars TMTC-500 12mm dia 0 Kg 90.8 0.00
(iv) 5.22.7D Thermo-Mechanically Treated bars TMTC-500 16mm dia 0 Kg 91.7 0.00
9 5.9.3 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 3.72 sqm 437.50 1626.00
10 5.9.16.1 Centring and shuttering including strutting,propping etc. and removal of form for.Under 20 cms wide 7.93 m 130.20 1032.00
11 13.11.2 +13.26 12 mm cement plaster of mix: Neat cement punning1:4(1 cement :4 coarse sand) 16.79 sqm 193.40 3246.00
12 Supplying fitting & fixing following S.W. fittings
(i) 150mm S.W. Tee : 2 Each 347.85 696
(ii) 75mm H.C.I. Cowel: 1 Each 137.25 137
(iii) 75mm dia H.C.I. vent pipe 1.8 P/M 220.85 398
13 MATERIAL STATEMENT
Sl No Items Qty (cum) S/Chips (cum) K/Sand (cum) Cement (bags) L/Sand (cum) Bricks (nos)
1 B/F/Soling #REF! #REF! #REF!
3 B/W(1:6)(6.1.14A+6.3A) #REF! _ #REF! #REF! #REF!
4 PCC(4.1.3) #REF! #REF! #REF! #REF!
5 RCC(5.3+5.33B) #REF! #REF! #REF! #REF!
6 RCC (5.1.2) #REF! #REF! #REF! #REF!
11 Plastering(13.11.2+13.26) #REF! #REF! #REF!
13 Local Sand #REF! #REF!
TOTAL #REF! #REF! #REF! #REF! #REF!
14 Carriage of Materials
Stone Chips 1.1339 cum 3108.68 3525.00
Coarse Sand 1.6931 cum 2990.78 5064.00
Local Sand (3 km) 0.3389 cum 316.15 107.00
15 Extra cost of brick
Cement 18.00 bag 0.94 17.00
Total Rs. 50699.00
16 Add 5.36% GST (Multiplying Factor 1.0536) Say Rs. 53416.00
S.Fee 10% on Qty Unit Rate Amount
I Stone chips 20mm 0.7528 cum 59.54 45 45.00
ii Stone chips 10mm 0.3698 cum 65.79 24 24.00
iii Coarse sand 1.69 cum 25.08 42 42.00
v Local sand 0.34 cum 14.19 5 5.00
6mm 8mm 10mm 12mm 16mm
length of wall spacing no. of rod length of rod no.of wall total legth of rod in meter weight/m total weight in kg
main bar 10mm #REF! 0.45 #REF! #REF! 1 #REF! #REF!
total #REF! 0.62 #REF! #REF!
distribution bar 10mm width of wall spacing no. of rod length of rod no.of wall total legth of rod in meter weight/m total weight in kg
#REF! 0.45 #REF! #REF! 1 #REF! #REF!
total #REF! 0.395 #REF! #REF!
Septic T\ verandah
length of roof slab spacing no. of rod length of rod no.of roof slab total legth of rod in meter weight/m total weight in kg
main bar 10mm #REF! 0.33 #REF!
st bar #REF! #REF! 1 #REF! #REF!
cr bar #REF! #REF! 1 #REF! #REF!
total #REF! 0.62 #REF! #REF!
length of roof slab spacing no. of rod length of rod no.of roof slab total legth of rod in meter weight/m total weight in kg
dist. bar 8mm #REF! 0.33 #REF!
st bar #REF! #REF! 1 #REF! #REF!
cr bar #REF! #REF! 1 #REF! #REF!
total #REF! 0.395 #REF! #REF!
Total 0 #REF! #REF! 0 0
Detailed Estimate For Hand Pump
S.No. Item of Work Qty. Unit Rate Amount
1 (A) Cost of Materials
UPVC Ribbed Straner 125mm(Each of 3 Mtr. In Length) Conform to the I.S 12818-1983/1992 2.00 Each 1551.00 3102.00
UPVC Pipe 125mm conform to the I.S 12818-1983/1992 44.00 P/M 432.00 19008.00
Hand Pump IM-II Including 6 no conneting Rod and One Cylinder Conforming IS:15500(Part I-6)/2008 1.00 Each 8746.50 8747.00
GI Pipe 32mm Confirming ti IS:1239(Part 1-4) 24.00 P/M 234.30 5623.00
Part'B' Labour Cost(Classification of soil item 'B')
2 Transportatyion cost of Rig Machine with necessary equipments 1.00 Each 1010.00 1010.00
3 Providing all equipment and labor and drilling in all kinds of soil(Soft) hard, sand & stone by reverse circular method 300/250mm dia bore hole for inserting of 125mm dia UPVC casing pipe/ slotted pipe U.P.V.C. Screen Pipes for istalation mark iii hand pump.
From G.L to 30-5 mtr Depth 28.50 P/M 270.00 7695.00
From 30-5 mtr 45mtr Depth 16.50 P/M 274.80 4534.00
4 Providing all equipment and labor lowering 125mm dia UPVC casing slotted UPVC/UVC. Ribbed screen pipe imperfect vertically confirming to the avaiable strata(Slotted pipe/screen pipe area to be lowered in water bearing aquifier and as per direction of s/Z. at site and also where casing pipe will be lowered. 45.00 P/M 20.30 914.00
5 Supplying fitting & fixing the following G.I. fitting of approved make and specification at work site complete job.
(a) 125 mm center guide Nos. In each T/W 4.00 Each 153.00 612.00
(B) 125mm dia well plug. 1.00 Each 76.50 77.00
© champ for 125 mm dia Pipe. 1.00 Each 142.80 143.00
6 Supplying 3mm to 6 mm well washed assorted pea gravel and joing scrrouning around the annular space between bore hole & 125mm pipe uniformity up to the depth 10mtr. Below G.L all work complete as per direction of E.I. 1.50 P/M3 3149.00 4724.00
7 Supplying all materilas laobours and equipment to seal T/W Up to the depth of 10 mtr below G.L by sticky clay to prevent contamination from surface from all complete job as per direction of E.I. 1.00 Each 51.00 51.00
8 Supplying all materilas laobours and equipment including 125mm dia G.I Cap. C,I. Cap over the casing of 125mm dia T/W properly all complete. 1.00 Each 144.00 144.00
9 Supplying all labour and material and fixing Indai mark II hand pump with all accessories all complete job as per direction if E/I. 1.00 Each 144.10 144.00
10 Supplying all tools equipments & labour for flushing washing and developing the T/W in 3 mtr. Length all complete job as per direction of E.I. 24.00 Each 15.00 360.00
11 Supplying all tools equipments & labour for flusing washing and devloping the T/W to give clean & Clear water and all complete job as per direction of E/I. 1.00 L.S 505.00 505.00
12 Supplying all tools and labour for fitting & fixing deep well cylinder with necessary connecting rod complete job. 1.00 L.S 181.00 181.00
13 Carriage of tuble-well mateials form store to work site and carrying back the suplus materials etc. all complete as per specification and direction of E/I. 1.00 L.S 291.00 291.00
16 Cost for taking water sample and depositing it to departmental Lab for water quality testing and providing photograph of hand pump after completion etc all complete as per specification and direction of E/I. 1.00 Each 25.00 25.00
17 Supplying all materials, Labours and wiring on each hand pump, the same of work, name of contractor, mobile no depth of tubewell etc. to facilitate, ease fo maintenance including the photograph in soft and hard copy for fixing of tubewell and completed hand pump with platform and drain in water discharging position etc. along with computerised booklet in soft and hard copy of completed scheme all complete as per direction of E/I. 1.00 Each 50.00 50.00
18 Add5.36% GST (Multiplying Factor 1.0536) 61046.00
Executive Engineer
Local Area Engineering Organization
WORK DIVISION GOPALGANJ
DETAILED ESTIMATE FOR ELECTRIFICATION WORKS
SR SOR Particular Qty Rate Unit Amount
1 Supplying & fixing following size ISI marked PVC conduit with accessories in recess including cuting of wall and making good the same as required.
2 1.1 Wiring for light point/fan/exhuast fan/call bell point with 1.5 sq.mm pvc insulated copper cond.single core cable in surface/ recessed pvc conduit with piano type switch phenolic laminated sheet suitable size pvc/G.I.box as reqd.
3 1.30 S/F suitable size G.I.PVC box on surface or in recess with phenolic laminated sheet cover in front in including P/F 6 pin 15/16 amps.socket outlet and 15/16 amps piano type switch connection painting etc.as reqd. 3 424.00 Each 1272.00
4 1.23.1 S/F/F 5/6 amps one way switch piano type on the existing switch box/cover including connection as reqd. 3 37.00 Each 111.00
5 1.23.4 S/F/F 6 amps. 3 pin socket outlet on the existingswitch box/cover including connection etc.as reqd. 3 55.00 Each 165.00
6 1.23.5 Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required 6 pin, 15/16 amps socket outlet 3 119.00 Each 357.00
7 1.7 Wiring for circuit/submain wiring along with earth wire with PVC insulated copper cond.single core cable in surface / recessed PVC conduit as reqd.
8 1.34 S/F batten angle holder including connection etc.as reqd. 8 80.00 Each 640.00
9 6.1.5 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required. 12 watt LED lamp 3 239.00 Each 717.00
10 2.8.4 Supplying and fixing following way single pole & neutral, sheet steel, MCB distribution board, 240 volts, on surface / recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, power painted including earthing etc. as required ( But without MCB / RCCB / Isolator ). 1 1972.00 Each 1972.00
11 2.12.1 Supplying and fixing of following rating 240 / 415 volts "C" curve MCB suitable for inductive and other loads of following poles in the existing MCB DB complete witth connections ,testing and commissioning etc. as required .6/32Amps,Single pole
2.12.1 6 / 32 Amps, Single Pole 2 237.00 Each 474.00
2.13.1 6 / 32 Amps, Double Pole 1 667.00 Each 667.00
12 8.18.1 Supplying and fixing 1200 mm sweep ceiling fan model- HAVELS make with regulator / approved equivalent. 2 1861.00 Each 3722.00
Add 5.36% GST (Multiplying Factor 1.0536) 22903.00
MAIN BUILDING 1060623.00
SEPTIK TANK 54368.00
HAND PUMP 61046.00
ELECTRICAL 22903.00
TOTAL 1198940.00
BILL OF QUANTITY
Name of Work:- Prakhand Vijayipur antargat panchayat Sarupai ward no-06 Anganbadi kendra sankhya 126 (Sarupai musahar tola) me Anganbadi bhawan ka nirman kary.khata shankhya -234 kheshra -764 Rakba - 02 D.
NIT No. 25/2025-26 Group N0-15
B.O.Q. Amount : Rs. 1198940.00 Date of Receipt of Tender: As per NIT
Cost of B.O.Q. : Rs. 2500.00 Time of Completion : As per NIT
Earnest Money : Rs. 24000.00
Detailed Estimate of -Anganbaari
Sl. No S.O.R Items of Works No L B H/D Qty Unit Rate Amount
( Fit ) ( Fit ) ( Fit )
Total #REF! Cum 446.10 #REF!
1 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.All Kinds of soil 20.30 Cum 360.70 7322.00
2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 25.95 Cum 287.30 7455.00
3 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 71.33 sqm 283.30 20208.00
4 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) 5.53 cum 3998.10 22109.00 #REF!
5 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 9.04 cum 4688.30 42382.00
6 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) 2.54 cum 5670 14402.00
7 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 ) 4.90 Cum 4819.90 23618.00
8 6.1.14A +6.3A Brick work with bricks of class designation 100A in :Cement mortar 1:6 (1 cement: 6 coarse sand ) Extra for Brick work in superstructure above plinth level upto floor V cum 16.62 cum 5662.1 94104.00
9 6.18.4A+6.19A Half brick masonry with bricks of class designation 100A in foundations and plinth in :Cement mortar 1:4 (1 cement: 4 coarse sand) Extra for half Brick masonry in superstructure above pinth level upto floor V level. 33.13 sqm 689 22827.00
10 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 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size).Providing M-15grade R.C.C instead of M-20 grade R.C.C 11.97 cum 5719.70 68465.00
11 5.22.7 Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. 2207.0
(i) 5.22.7A Thermo-Mechanically Treated bars TMTC-500 8mm dia 878 Kg 94.5 82971.00
(ii) 5.22.7B Thermo-Mechanically Treated bars TMTC-500 10mm dia 741.0 Kg 92.6 68617.00
(iii) 5.22.7C Thermo-Mechanically Treated bars TMTC-500 12mm dia 548 Kg 90.8 49758.00
(iv) 5.22.7D Thermo-Mechanically Treated bars TMTC-500 16mm dia 40 Kg 91.7 3668.00
12 5.9.1 Centring and shuttering including strutting, proping etc. and removal of form for ( Foundations, footings, bases of columns etc. for mass concrete.) 73.79 Sqm 211.6 15614
13 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for.Lintels, beams, plinth bams, griders, bressumers and contilevers. 28.06 sqm 404.70 11356.00
14 5.9.6 Centring and shuttering including strutting,propping etc. and removal of form for.Columns,Pillars, Piers, Abutments, Posts and Struts 20.06 sqm 494.40 9918.00
15 5.9.3 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 47.04 sqm 437.50 20580.00
16 5.9.16.1 Centring and shuttering including strutting,propping etc. and removal of form for.Under 20 cms wide 31.24 m 130.20 4067.00
17 5.9.19 Centring and shuttering including strutting,propping etc. and removal of form for Weather shade,Chajjas, corbels etc. including edges 8.53 sqm 550.90 4699.00
18 13.11.4 Cement plaster in course sand 12 mm cement plaster of mix: 1:6(1 cement: 6 coarse sand) INSIDE 171.65 sqm 141.50 24288.00 17 13.11.4 12mm cement plaster 1:6 OUT SIDE
19 13.12.4 15 mm cement plaster on rough side of single or half brick wall of mix.1:6 (1 cement: 6 coarse sand) 86.03 sqm 162.80 14006.00 18 13.12.4 15 mm cement plaster on rough side of single or half brick wall of mix.1:6 (1 cement: 6 coarse sand)
20 13.24.2 6 mm cement plaster to ceiling of mix :1:4(1 cement: 4 coarse sand) 60.12 sqm 125.60 7551.00 19 13.24.2 6 mm cement plaster to ceiling of mix :1:4(1 cement: 4 coarse sand)
21 13.13.1 +13.36.5 20 mm cement plaster of mix ;1:3 (1 cement: 3 coarse sand)Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 58.72 sqm 240.40 14116.00 20 13.13.1 +13.36.5 20 mm cement plaster of mix ;1:3 (1 cement: 3 coarse sand)Extra for providing and mixing water proofing material in proportion recommended by the manufacturers:
22 13.11.2 +13.26 12 mm cement plaster of mix: Neat cement punning1:4(1 cement :4 coarse sand) 31.21 sqm 193.40 6036.00 21 13.11.2 +13.26 12 mm cement plaster of mix: Neat cement punning1:4(1 cement :4 coarse sand)
23 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) 317.80 sqm 81.20 25806.00 13.78.1+ 13.79.1 Applying one coat of cement primer of approved brand and manufacture on wall surface:New workFinishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade (three or more coats)
24 11.3.1 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 45.45 sqm 289.10 13140.00
25 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 complete including applying a priming coat of approved steel primer Using M.S. angle 40x40x6 mm for diagonal braces 14.54 sqm 3653 53115.00
26 10.14.1 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 5mm thick 143.42 kg 110.4 15834.00
27 10.17 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. 5.00 each 174.6 873.00
28 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 257.62 kg 144.5 37227.00
29 13.81.3+13.82.1 With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works 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) 34.66 sqm 118.1 4093.00
33 Cost Of Sign Board 1.00 each 3875.00 3875.00
34 Cost Of Inaugration Board 1.00 each 3491.00 3491.00
36 Carriage of Materials
Stone Chips 24.9392 cum 3108.68 77528.00
Coarse Sand 24.8057 cum 2990.78 74188.00
Local Sand (3 km) 27.0200 cum 316.15 8542.00
37 Extra cost of brick
Cement 291.00 bag 0.94 274.00
Total Rs. 998310.00
38 Add 5.36% GST (Multiplying Factor 1.0536) Say Rs. 1051819.00
S.Fee 10% on Qty Unit Rate Amount
I Stone chips 20mm 16.57560 cum 59.54 987 987.00
ii Stone chips 10mm 8.14240 cum 65.79 536 536.00
iii Coarse sand 24.81 cum 25.08 622 622.00
v Local sand 27.02 cum 14.19 383 383.00
TOTAL 1060623.00
40 (A) Cost of Materials
UPVC Ribbed Straner 125mm(Each of 3 Mtr. In Length) Conform to the I.S 12818-1983/1992 2.00 Each 1551.00 3102.00
UPVC Pipe 125mm conform to the I.S 12818-1983/1992 44.00 P/M 432.00 19008.00
Hand Pump IM-II Including 6 no conneting Rod and One Cylinder Conforming IS:15500(Part I-6)/2008 1.00 Each 8746.50 8747.00
GI Pipe 32mm Confirming ti IS:1239(Part 1-4) 24.00 P/M 234.30 5623.00
Part'B' Labour Cost(Classification of soil item 'B')
41 Transportatyion cost of Rig Machine with necessary equipments 1.00 Each 1010.00 1010.00
42 Providing all equipment and labor and drilling in all kinds of soil(Soft) hard, sand & stone by reverse circular method 300/250mm dia bore hole for inserting of 125mm dia UPVC casing pipe/ slotted pipe U.P.V.C. Screen Pipes for istalation mark iii hand pump.
From G.L to 30-5 mtr Depth 28.50 P/M 270.00 7695.00
From 30-5 mtr 45mtr Depth 16.50 P/M 274.80 4534.00
43 Providing all equipment and labor lowering 125mm dia UPVC casing slotted UPVC/UVC. Ribbed screen pipe imperfect vertically confirming to the avaiable strata(Slotted pipe/screen pipe area to be lowered in water bearing aquifier and as per direction of s/Z. at site and also where casing pipe will be lowered. 45.00 P/M 20.30 914.00
44 Supplying fitting & fixing the following G.I. fitting of approved make and specification at work site complete job.
(a) 125 mm center guide Nos. In each T/W 4.00 Each 153.00 612.00
(B) 125mm dia well plug. 1.00 Each 76.50 77.00
© champ for 125 mm dia Pipe. 1.00 Each 142.80 143.00
45 Supplying 3mm to 6 mm well washed assorted pea gravel and joing scrrouning around the annular space between bore hole & 125mm pipe uniformity up to the depth 10mtr. Below G.L all work complete as per direction of E.I. 1.50 P/M3 3149.00 4724.00
46 Supplying all materilas laobours and equipment to seal T/W Up to the depth of 10 mtr below G.L by sticky clay to prevent contamination from surface from all complete job as per direction of E.I. 1.00 Each 51.00 51.00
47 Supplying all materilas laobours and equipment including 125mm dia G.I Cap. C,I. Cap over the casing of 125mm dia T/W properly all complete. 1.00 Each 144.00 144.00
48 Supplying all labour and material and fixing Indai mark II hand pump with all accessories all complete job as per direction if E/I. 1.00 Each 144.10 144.00
49 Supplying all tools equipments & labour for flushing washing and developing the T/W in 3 mtr. Length all complete job as per direction of E.I. 24.00 Each 15.00 360.00
50 Supplying all tools equipments & labour for flusing washing and devloping the T/W to give clean & Clear water and all complete job as per direction of E/I. 1.00 L.S 505.00 505.00
51 Supplying all tools and labour for fitting & fixing deep well cylinder with necessary connecting rod complete job. 1.00 L.S 181.00 181.00
52 Carriage of tuble-well mateials form store to work site and carrying back the suplus materials etc. all complete as per specification and direction of E/I. 1.00 L.S 291.00 291.00
53 Cost for taking water sample and depositing it to departmental Lab for water quality testing and providing photograph of hand pump after completion etc all complete as per specification and direction of E/I. 1.00 Each 25.00 25.00
54 Supplying all materials, Labours and wiring on each hand pump, the same of work, name of contractor, mobile no depth of tubewell etc. to facilitate, ease fo maintenance including the photograph in soft and hard copy for fixing of tubewell and completed hand pump with platform and drain in water discharging position etc. along with computerised booklet in soft and hard copy of completed scheme all complete as per direction of E/I. 1.00 Each 50.00 50.00
55 Add5.36% GST (Multiplying Factor 1.0536) 61046.00
56 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 anddisposal of surplus excavated soil as directed, within a lead of 50 m.All Kinds of soil 6.80 Cum 360.70 2451.00
57 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0.28 Cum 287.30 81.00
58 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 3.72 sqm 283.30 1053.00
59 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) 0.28 cum 3998.10 1132.00
60 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 0.57 Cum 4688.30 2655.00
61 6.1.14A +6.3A Brick work with bricks of class designation 100A in :Cement mortar 1:6 (1 cement: 6 coarse sand ) Extra for Brick work in superstructure above plinth level upto floor V cum 3.24 cum 5662.1 18362.00
62 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 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size).Providing M-15grade R.C.C instead of M-20 grade R.C.C 0.47 cum 5719.70 2695.00
63 5.22.7 Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete.
(i) 5.22.7A Thermo-Mechanically Treated bars TMTC-500 8mm dia 16 Kg 94.5 1512.00
(ii) 5.22.7B Thermo-Mechanically Treated bars TMTC-500 10mm dia 24.0 Kg 92.6 2222.00
(iii) 5.22.7C Thermo-Mechanically Treated bars TMTC-500 12mm dia 0 Kg 90.8 0.00
(iv) 5.22.7D Thermo-Mechanically Treated bars TMTC-500 16mm dia 0 Kg 91.7 0.00
64 5.9.3 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 3.72 sqm 437.50 1626.00
65 5.9.16.1 Centring and shuttering including strutting,propping etc. and removal of form for.Under 20 cms wide 7.93 m 130.20 1032.00
66 13.11.2 +13.26 12 mm cement plaster of mix: Neat cement punning1:4(1 cement :4 coarse sand) 16.79 sqm 193.40 3246.00
67 Supplying fitting & fixing following S.W. fittings
(i) 150mm S.W. Tee : 2 Each 347.85 696
(ii) 75mm H.C.I. Cowel: 1 Each 137.25 137
(iii) 75mm dia H.C.I. vent pipe 1.8 P/M 220.85 398
68 Carriage of Materials
Stone Chips 1.1339 cum 3108.68 3525.00
Coarse Sand 1.6931 cum 2990.78 5064.00
Local Sand (3 km) 0.3389 cum 316.15 107.00
69 Extra cost of brick
Cement 18.00 bag 0.94 17.00
Total Rs. 50699.00
70 Add 5.36% GST (Multiplying Factor 1.0536) Say Rs. 53416.00
S.Fee 10% on Qty Unit Rate Amount
I Stone chips 20mm 0.7528 cum 59.54 45 45.00
ii Stone chips 10mm 0.3698 cum 65.79 24 24.00
iii Coarse sand 1.69 cum 25.08 42 42.00
v Local sand 0.34 cum 14.19 5 5.00
ELECTRIFICATION WORKS
71 Supplying & fixing following size ISI marked PVC conduit with accessories in recess including cuting of wall and making good the same as required.
72 1.1 Wiring for light point/fan/exhuast fan/call bell point with 1.5 sq.mm pvc insulated copper cond.single core cable in surface/ recessed pvc conduit with piano type switch phenolic laminated sheet suitable size pvc/G.I.box as reqd.
73 1.30 S/F suitable size G.I.PVC box on surface or in recess with phenolic laminated sheet cover in front in including P/F 6 pin 15/16 amps.socket outlet and 15/16 amps piano type switch connection painting etc.as reqd. 3 424.00 Each 1272.00
74 1.23.1 S/F/F 5/6 amps one way switch piano type on the existing switch box/cover including connection as reqd. 3 37.00 Each 111.00
75 1.23.4 S/F/F 6 amps. 3 pin socket outlet on the existingswitch box/cover including connection etc.as reqd. 3 55.00 Each 165.00
76 1.23.5 Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required 6 pin, 15/16 amps socket outlet 3 119.00 Each 357.00
77 1.7 Wiring for circuit/submain wiring along with earth wire with PVC insulated copper cond.single core cable in surface / recessed PVC conduit as reqd.
78 1.34 S/F batten angle holder including connection etc.as reqd. 8 80.00 Each 640.00
79 6.1.5 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required. 12 watt LED lamp 3 239.00 Each 717.00
80 2.8.4 Supplying and fixing following way single pole & neutral, sheet steel, MCB distribution board, 240 volts, on surface / recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, power painted including earthing etc. as required ( But without MCB / RCCB / Isolator ). 1 1972.00 Each 1972.00
81 2.12.1 Supplying and fixing of following rating 240 / 415 volts "C" curve MCB suitable for inductive and other loads of following poles in the existing MCB DB complete witth connections ,testing and commissioning etc. as required .6/32Amps,Single pole
2.12.1 6 / 32 Amps, Single Pole 2 237.00 Each 474.00
2.13.1 6 / 32 Amps, Double Pole 1 667.00 Each 667.00
82 8.18.1 Supplying and fixing 1200 mm sweep ceiling fan model- HAVELS make with regulator / approved equivalent. 2 1861.00 Each 3722.00
Add 5.36% GST (Multiplying Factor 1.0536) 22903.00
TOTAL 1198940.00
Executive Engineer
Local Area Engineering Organization
WORK DIVISION GOPALGANJ
GENERAL ABSTRACT
1 Cost Of Civil Works Rs. 1060623.00
2 Cost Of electrification Rs. 22903.00
3 Cost Of Hand Pump Rs. 61046.00
4 Cost Of Septik tank Rs. 54368.00
Total Rs. 1198940.00
5 Add Contigency 1000
G.Total Rs. 1199940.00
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