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Tender Value
₹64.2 L
EMD Value
₹1.3 L
Closing Date
11 Aug 2026, 3:00 pm
Executive Engineer, BUILDING DIVISION SHEIKHPURA
EE
EE, BUILDING DIVISION Sheikhpura, BCD , Sheikhpura
Superintending Engineer Building Circle Munger
Superintending Engineer
CONSTRUCTION OF 8 PRISONERS CELL FOR MANDAL KARA AT SHEIKHPURA FOR THE YEAR 2026-2027
136610
NIT No 5/SHEIKHPURA/2026-27
Open Tender
CIVIL
Sheikhpura
• Audited Annual Financial Turnover from Chartered Accountant for the years
2022-2023
2023-2024
2024-2025
• 2) Certificates by Employer (not below the rank of Executive Engineer) for successful completion of works
during last five years, specifying
i. Name of work
ii. Employer
iii. Location
iv. Contract amount
v. Date of start
vi. Date of completion
vii. Number of storey
viii. Total built up area of building in contract
• 3) List of Works in hand (Existing Commitment) specifying
i. Name of work
ii. Employer
iii. Location
iv. Contract amount
v. Date of start
vi. Date of completion.
• 4) C.V. of Engineers with
i. Educational qualification certificate
ii. Individual affidavit of Engineer to perform the job if allotted to bidder
• 5) Document showing ownership of plants and equipment needed for successful completion of work :-
i. Automatic Batching plant with accessories
ii. Concrete Mixer with weighing facility
iii. Steel centering and shuttering showing area in square feet
iv. water Tanker
v. Vibrator
• 6) Details of financial availability:-
i. Certificate of any Nationalized Bank extending credit facility up to 10 % of B.O.Q Amount
ii. Self declaration of investing 25 % of B.O.Q Amount.
• 7) Certificates in the form of Affidavit by the bidder for: -
i. Bidder had not abandoned any project which was taken up by bidder
ii. Bidder had never been in Litigation lying in any court of law with employer of previous
works
iii. Bidder had no relative or any person directly or indirectly involved in design, execution,
supervision and testing of this tendered
• 8) Bidding Capacity statement
Bidding Capacity, BC = A x N x 2 ? B
Where,
A= Maximum ATO at current price level (with 8% annual indexation)
N = Time of completion of this tendered work in years
B = Value of works in hand (Existing Commitment of Bidder)
CIVIL
PERCENTAGE
L1
1
12 documents required · 12 mandatory
₹10,000
Processing Fee: 1180
₹1.3 L
AT SE MUNGER OFFICE, BCD , MUNGER 27-07-2026 03:00 pm
20 Jul 2026
20 Jul 2026
12 Aug 2026
20 Jul 2026
11 Aug 2026
20 Jul 2026
27 Jul 2026
Detailed Estimate for Construction of Septic Tank for 8 Prisioner's Cell For Mandal Kara At SHEIKHPURA For Year 2026-2027
S.NO. SOR ITEM OF WORKS NO. L B H QTY UNIT RATE Amount
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.
SEPTIC TANK 1 15.00 7.00 7.00 735.00 cft
2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 1 15.00 7.00 0.50 52.50 cft
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, 1 15.00 7.00 105.00 sft
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) 1 15.00 7.00 0.50 52.50 cft
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 level1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)
Cover Slab 1 15.00 7.00 0.42 44.10 cft
Baffle Wall Beam 1 7.00 0.42 0.42 1.23 cft
6 5.22.7A Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
Thermo-Mechanically Treated bars TMTC-500-8mm dia.
Qty. vide item no.5 46.57 cft
7 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for. Foundations, footings, bases of columns etc. for mass concrete.
Baffle Wall Beam 2 7.00 0.42 5.88 sft
8 6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1 .:4 (1 cement: 4 coarse sand )
Septic Tank 2 15.00 0.83 7.00 174.30 cft
Long Wall 2 5.33 0.83 7.00 61.93 cft
Short Wall 1 5.33 0.42 5.00 11.19 cft
Baffle Wall 1 5.33 0.42 5.50 12.31 cft
9 13.17.2 12 mm cement plaster 1:4( 1 cement: 4coarse sand) finished with a floating coat of near cement Details of cost for 10 sqm
Septic Tank 2 15.00 7.00 210.00 sft
Long Wall 2 5.33 7.00 74.62 sft
Short Wall 2 5.33 5.50 58.63 sft
Baffle Wall 1 5.33 0.42 2.24 sft
Bottom 1 13.33 5.33 71.05 sft
10 13.36.2 Extra for providing and mixing water proofing material in proportion recommended by the manufacturers:
Qty. vide item no. 9 44.86 sqm 7.20 323.00
11 13.12 15 mm cement plaster on rough side of single or half brick wall of mix.1:6 (1 cement: 6 coarse sand)
12 19.32.1 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1 1.00 nos 33603.40 33603.00
13 18.32.1 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 2 2.00 nos 1177.90 2356.00
14 12.78.2 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.110 mm diameter 10.00 10.00 M 257.50 2575.00
16 Carriage Of Material
(i) Local Sand (1k+2p) 1.64 cum 277.20 455.00
(ii) Corse Sand (1k+34p) 4.80 cum 856.38 4111.00
(iii) Stone Chips (200) 2.48 cum 3816.89 9466.00
Sub -Total 140873.00
Grand Total 148423.79
B.C.D,SHEIKHPURA B.C.D,SHEIKHPURA B.C.D,SHEIKHPURA
Detailed Estimate for Construction of Boring Work for 8 Prisioner's Cell For Mandal Kara At SHEIKHPURA For Year 2025-2026
S.NO. SOR ITEM OF WORKS NO. L B H QTY UNIT RATE Amount
1 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 300 mm dia
2 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 etc150 mm nominal size dia
3 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.150 mm nominal size dia
4 24.14.2 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150 mm clamp
5 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 borewell of:150 mm dia
6 24.8 Gravel packing in tubewell 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.
7 24.15.2 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).150 mm dia
8 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.
9 24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge
10 24.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.
11 18.10.5 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall40 mm dia nominal bore
12 18.46.5 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :40 mm nominal bore
13 N/S 1H.P Crompton Greaves submersible pump with DSP-1 submersible pump starter
14 N/S Submersible electric wire of 3mm dia approved make and quality etc.All complete
15 N/S Safety wire of approved make and quality etc. All complete and as per
16 N/S Adapter 32 mm dia standard C.I top & bottom of approved ISI mark
Sub Total 186941.00
Less N.S items -10753.00
Total Rs. 176188.00
Grand Total 185631.68
B.C.D,SHEIKHPURA B.C.D,SHEIKHPURA B.C.D,SHEIKHPURA
Construction Of 8 Prisioner's Cell For Mandal Kara At SHEIKHPURA For Year 2026-2027
Sl. no. S.O.R ITEM OF WORKS NO. NO. Length Breath Height/D QTY UNIT RATE Amount
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.
Foundation Footing Below
Ground Level 2.0 mts Depth
2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.
Foundation Footing Below
Ground Level 2.0 mts Depth
plinth Sand filling
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,
Foundation Footing Below
Ground Level 2.0 mts Depth
plinth Sand filling sqm
CELL-1 to CELL-8(ROOM) 1 8.00 2.430 3.650 70.956 sqm
Court Yard(4Nos) 1 4.00 2.680 1.829 19.607 sqm
Big Court Yard 1 1.00 22.450 2.100 47.145 sqm
Big Court Yard 1 1.00 11.310 2.079 23.513 sqm
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)
plinth Sand filling 0.000 cum
Big Court Yard 1 1.00 22.450 2.100 0.075 3.536 cum
Big Court Yard 1 1.00 11.310 2.079 0.075 1.764 cum
5 5.33.2.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate Concrete of M-25 grade with minimum cement content of 330 kg/cum
6.00 h/3(A1+A2)+sqroot(a1xa2)
Total 18.612 cum
Total 4.653 cum
Total 4.368 cum
(b) Column Concrete M25
Below ground lvl 2.0 level
Total 8.400 cum
(c) Footing level connecting beam Concrete
Total 10.151 cum
(d) Grade beam Concrete
Total 22.997 cum
(e) Column Concrete M25
Total 3.600 cum
6 5.90 Centring and shuttering including strutting,propping etc. and removal of form for.
5.9.1 Foundations, footings, bases of columns etc. for mass concrete.
Total 68.747 sqm
(b) Grde beam Shuttering
Total 155.342 sqm
(c) pedestal Shuttering
Total 23.400 sqm
(d) Footing Bottom pcc side shuttering
Total 15.24 sqm
(e) Footing raft side shuttering
Total 51.720 sqm
5.9.6 Column Shuttering
Below ground lvl 2.0 level
Column Shuttering
7 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
Deduction for footing concrete Qty. -32.250 cum
Deduction for footing sand filling Qty. -13.780 cum
Deduction for footing B/F/S Qty. -6.893 cum
Deduction for footing PCC Qty. -5.940 cum
8 11.40 52 mm thick cement concrete flooring with metallic concrete hardener topping under layer 40 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick metallic concrete hardener consisting of mix 1:2 (1 cement hardener mix:2 stone aggregate 6 mm nominal size) by volume @ 2 liter per 50 kg of cement or as per manufacture specification.
CELL-1 to CELL-8(ROOM) 1 8.00 2.430 3.650 70.956 sqm
Court Yard(4Nos) 1 4.00 2.680 1.829 19.607 sqm
Big Court Yard 1 1.00 22.450 2.100 47.145 sqm
Big Court Yard 1 1.00 11.310 2.079 23.513 sqm
9 11.38 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 shades except 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.
10 11.3.6 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
11 5.33A.2.2+5.33B.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concreteBeams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc.
Add or deduct for providing richer or leaner mixes respectively at all floor levels.Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C.
(a) Roof Slab Concrete A1 toA2& N1 to N2 S1 1 1.00 22.665 4.415 0.125 12.508 cum
(b) Roof beam Concrete
Total 22.997 cum
(c) M25 Column Concrete
Total 17.400 cum
(d) Lintel Concrete
Total 1.758 cum
12 6.1.14C+6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in super structure:Cement mortar 1:6 (1 cement: 6 coarse sand )Extra tor Brick work in superstructure above plinth level upto floor V cum
Main Wall (Two Wall) Cell 1 to 8rooms 1 2.00 22.950 0.375 2.90 49.916 cum
boundary Wall 1 1.00 22.950 0.250 2.100 12.049 cum
Court Yard(outer Wall) 1 2.00 3.960 0.250 2.900 5.742 cum
Court Yard(Inner Wall) 1 4.00 1.820 0.250 2.900 5.278 cum
Court Yard(outer Wall) 1 2.00 5.350 0.250 2.900 7.758 cum #VALUE!
Deducted Door D1 1 12.00 0.790 0.250 2.100 -4.977 cum
Deducted Door D2 1 2.00 0.790 0.250 1.200 -0.474 cum
Deducted Ventilators-V 1 10.00 0.600 0.250 0.450 -0.675 cum
Praper Wall Around 1 2.00 22.950 0.250 0.900 10.328 cum
Praper Wall Around 1 2.00 10.115 0.250 0.900 4.552 cum
13 6.1.14A Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in G.L TO P.L in:Cement mortar 1:6 (1 cement: 6 coarse sand )
Main Wall (Two Wall) Cell 1 to 8rooms 1 2.00 22.950 0.375 0.600 10.328 cum
boundary Wall 1 1.00 22.950 0.250 0.600 3.443 cum
Court Yard(outer Wall) 1 2.00 3.960 0.250 0.600 1.188 cum
Court Yard(Inner Wall) 1 4.00 1.820 0.250 0.600 1.092 cum
Court Yard(outer Wall) 1 2.00 5.350 0.250 0.600 1.605 cum
Deducted Door D1 1 12.00 0.790 0.250 0.600 -1.422 cum
Deducted Door D2 1 2.00 0.790 0.250 0.600 -0.237 cum
Deducted Ventilators-V 1 10.00 0.600 0.250 0.600 -0.900 cum
Praper Wall Around 1 2.00 22.950 0.250 0.600 6.885 cum
Praper Wall Around 1 2.00 10.115 0.250 0.600 3.035 cum
14 6.18.4A Half brick masonry with bricks of class designation 100A in foundations and plinth in :Cement mortar 1:4 (1 cement: 4 coarse send)
15 13.11.4 Cement plaster in course sand12 mm cement plaster of mix:1:6(1 cement: 6 coarse sand)
CELL-1 to CELL-8(ROOM) 2 8.00 2.430 3.225 125.388 sqm
CELL-1 to CELL-8(ROOM) 2 8.00 3.650 3.225 188.340 sqm
Court Yard(4 nos) 2 4.00 2.680 3.225 69.144 sqm
Court Yard(4 nos) 2 4.00 1.829 3.225 47.188 sqm
Big Court Yard 2 2.00 22.450 3.225 289.605 sqm
Big Court Yard 2 2.00 2.100 3.225 27.090 sqm
Deducted Door D1 2 12.00 0.790 -2.100 -39.816 sqm
Deducted Door D2 2 2.00 0.790 -1.200 -3.792 sqm
Deducted Ventilators-V 2 10.00 0.600 -0.450 -5.400 sqm
Praper Wall Around 1 2.00 22.950 0.900 41.310 sqm
Praper Wall Around 1 2.00 10.115 0.900 18.207 sqm
16 13.12.2 15 mm cement plaster on rough side of single or half brick wall of mix.1:4(1 cement: 4 coarse sand )
Main wall(Two wall)Cell 1 to 8 room 1 2.00 22.950 3.350 153.765 sqm
Boundary wall 1 1.00 22.950 3.350 76.883 sqm
Outer wall 1 2.00 4.720 3.350 31.624 sqm
Deducted Ventilators-v 2 10.00 0.600 -0.450 -5.400 sqm
17 13.11.2 Cement plaster in course sand12 mm cement plaster of mix:1:4(1 cement :4 coarse sand)
Praper Wall Around 1 2.00 22.950 0.900 41.310 sqm
Praper Wall Around 1 2.00 10.115 0.900 18.207 sqm
Deducted Ventilators-V 2 10.00 0.600 -0.450 -5.400 sqm
18 13.24.2 6 mm cement plaster to ceiling of mix :1:4(1 cement: 4 coarse sand)
CELL-1 to CELL-8(ROOM) 1 8.00 2.430 3.650 70.956 sqm
Court Yard(4 nos) 1 4.00 2.680 1.829 19.607 sqm
Big Court Yard 1 1.00 22.450 2.100 47.145 sqm
Big Court Yard 1 1.00 11.310 2.079 23.513 sqm
19 5.90 Centring and shuttering including strutting,propping etc. and removal of form for.
(B) 5.9.5 Tie Beam,Beam,Lintel,Band etc.
Outer wall allround Beam B1 2 2.00 22.950 0.450 41.310 sqm
Outer wall allround Beam B1 2 2.00 10.115 0.450 18.207 sqm
Door Lintel Toilet 2 2.00 1.550 0.250 1.550 sqm
Total 94.132 sqm
b Roof Beam Shuttering
Total 155.342 sqm
5.9.6 Column side shuttering
20 5.9.3 Roof Slab
Roof slab shuttering A1 to A2 & N1 toN2 S1 1 1.00 22.665 4.415 100.066 sqm
21 5.22.7 Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete.
Total RCC works = 124.17 M3
5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 6209 6209 kg 94.50 586703.00
5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 5432 5432 kg 92.60 503044.00
5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 2328 2328 kg 90.80 211399.00
5.22.7D Thermo-Mechanically Treated bars TMT Fe-500-I6mrn,20mm &25mm dia. 1552 1552 kg 91.70 142330.00
22 Cost Of carriage of materials
(b) Stone chips 214.184 cum 3816.89 817518.00
(d) Local Sand 123.268 cum 277.20 34170.00
23 Extra Cost of material
24 13.77.2 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade .New work (two or more coats ) over and including priming coat with cement primer
Same as vide item no. 15 784.354 sqm 102.30 80239.00
25 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
Same as vide item no. 16 256.872 sqm 137.00 35191.00
26 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.
Door D1 W.I Grill door 1 12.00 0.790 2.100 19.908 sqm
Ventilators-v-W.I Gratted 2 10.00 0.600 0.450 5.400 sqm
27 9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type,core of block board construction with frame of 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
D2-Single leafe wooden Flab Door 1 2.00 0.760 2.100 3.192 sqm 1775.30 5667.00
28 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:
13.82.1 New steel work (two or more coats)
Door D1 W.I Grill door 1 12.00 0.790 2.100 19.908 sqm
Ventilators-v-W.I Gratted 2 10.00 0.600 0.450 5.400 sqm
Painting wiinting Area = 25.308 M2 x 1.0 = 25.308 25.308 sqm 83.50 2113.00
13.82.2 New Wooden Surface
Door D2- Batten door 3.31 1 2.00 0.790 2.100 3.318
Painting wiinting Area = 3.318 M2 x2 x 1.2 = 7.963 Total 7.963 sqm 83.50 665.00
29 17.1.1 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 :White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
30 17.2.1 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid
18.49.1 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
31 18.52.1 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore
32 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.
33 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
34 18.11 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :
35 12.78 Providing and fixing on wall face unplastidsed- VC(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.
36 12.79 Providing and fixing on wall face unplasticised -PVC molded 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.
12.79.3.2 Single tee with door110x110x110mm 40 40 nos 193.40 7736.00
12.79.5.1 PVC Band 75 mm bend 40 40 nos 91.80 3672.00
37 12.82.2 PVC Pipe Clip 110 mm dia 110 110 nos 182.72 20099.00
38 19.30 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation
19.30.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 4 4 nos 5942.00 23768.00
19.30.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 4 4 nos 5107.40 20430.00
39 22.92 Providing and laying in situ five course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, 2nd & 4th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS: 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five layers
50mm average lime terracing in over roof slab
(a) Roof slab shuttering A1 toA2 & N1 to N2 S1 1 1.00 22.665 4.415 100.066
40 9.53 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts,nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
41 4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.
42 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l,
(A) Total 5767068.00
43 15.7.4 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead :In cement mortar
Old Cell Building 2 47.50 10.0 950.000 sft
44 15.3 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead:
45 15.13.2 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 meters leadOf area beyond 3 sqm.
Grill Door 8 8 nos 78.10 625.00
(B) Total 58643.00
46 Deduction for Salvage materials
(i) Brick work 56.640
no. of bricks 27.980
Serviceable bricks 8.674 %o 5128.00 -44480.00
(ii) Reinforcement
(iii) Grill Gate 8 2.750 6.000 132.000
(c) Total -62270.08
Grand Total 5763440.92
B.C.D,SHEIKHPURA B.C.D,SHEIKHPURA B.C.D,SHEIKHPURA
CONSTRUCTION OF 8 PRISONERS CELL FOR MANDAL KARA AT SHEIKHPURA
MATERIAL STATEMENT
SL NO. S.O.R ITEM OF WORKS UNIT QTY. CEMENT SAND STONE CHIPS BRICK LOCAL SAND
1 2.28 Local sand Filling M3 118.745 118.745
6 11.38 Ceramic Floor Tiles M2 2.160 0.019 0.078
7 11.36 Ceramic Wall Tiles M2 14.490 0.130 0.522
2177 M3 M3 Nos M3
BCD, Sheikhpura BCD, Sheikhpura Building Division, Sheikhpura
CONSTRUCTION OF 8 PRISONERS CELL FOR MANDAL KARA AT SHEIKHPURA FOR THE YEAR 2026-2027
Estimated Cost:-Rs. Date Of Tender:-
Estimated Cost:-Rs. Date Of Tender:-
Estimated Cost:-Rs. Date Of Tender:-
SL.NO. S.O.R ITEM OF WORK Main Build. Boaring work Septic Tank QTY. UNIT RATE AMOUNT
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. 456.863 20.816 477.679 cum 360.70 172299.00
2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 118.745 1.487 120.232 cum 287.30 34543.00
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, 301.491 9.758 311.250 cum 283.30 88177.00
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) 22.612 1.487 24.099 cum 3998.10 96349.00
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 level1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 1.319 1.319 cum 4688.00 6183.00
7 5.90 Centring and shuttering including strutting,propping etc. and removal of form for.
5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 314.448 12.777 327.225 cum 211.60 69241.00
8 5.9.6 Column Shuttering 108.000 108.000 cum 494.40 53395.00
9 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 384.137 384.137 cum 123.90 47595.00
10 11.40 52 mm thick cement concrete flooring with metallic concrete hardener topping under layer 40 mm thick cement concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick metallic concrete hardener consisting of mix 1:2 (1 cement hardener mix:2 stone aggregate 6 mm nominal size) by volume @ 2 liter per 50 kg of cement or as per manufacture specification. 163.381 163.381 cum 472.00 77116.00
11 11.38 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 shades except 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. 2.160 2.160 cum 862.40 1863.00
12 11.3.6 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 14.490 14.490 cum 795.00 11520.00
12 5.33A.2.2+5.33B.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concreteBeams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc.
Add or deduct for providing richer or leaner mixes respectively at all floor levels.Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. 55.173 55.173 cum 5841.70 322305.00
13 6.1.14C+6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in super structure:Cement mortar 1:6 (1 cement: 6 coarse sand )Extra tor Brick work in superstructure above plinth level upto floor V cum 115.295 115.295 cum 5765.20 664696.00
14 6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1 .:4 (1 cement: 4 coarse sand ) 7.356 7.356 cum 5017.90 36912.00
15 6.1.14A Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in G.L TO P.L in:Cement mortar 1:6 (1 cement: 6 coarse sand ) 29.694 29.694 cum 4923.00 146184.00
16 6.18.4A Half brick masonry with bricks of class designation 100A in foundations and plinth in :Cement mortar 1:4 (1 cement: 4 coarse send) 9.120 9.120 cum 599.30 5466.00
17 13.11.4 Cement plaster in course sand12 mm cement plaster of mix:1:6(1 cement: 6 coarse sand) 784.354 784.354 cum 141.50 110986.00
18 13.12.2 15 mm cement plaster on rough side of single or half brick wall of mix.1:4(1 cement: 4 coarse sand ) 256.872 256.872 cum 176.40 45312.00
19 13.11.2 12 mm cement plaster on rough side of single or half brick wall of1:4 (1 cement: 4 coarse sand) 54.117 15.892 70.009 cum 152.90 10704.00
20 13.24.2 6 mm cement plaster to ceiling of mix :1:4(1 cement: 4 coarse sand) 163.381 163.381 cum 125.60 20521.00
21 5.90 Centring and shuttering including strutting,propping etc. and removal of form for.
(B) 5.9.5 Tie Beam,Beam,Lintel,Band etc. 249.474 249.474 cum 404.70 100962.00
5.9.6 Column side shuttering 156.600 156.600 cum 494.40 77423.00
22 5.22.7 Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete.
5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 6209.000 116.424 6325.424 cum 94.50 597753.00
5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 5432.000 5432.000 cum 92.60 503003.00
5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 2327.950 2327.950 cum 90.80 211378.00
5.22.7D Thermo-Mechanically Treated bars TMT Fe-500-I6mrn,20mm &25mm dia. 1552.000 1552.000 cum 91.70 142318.00
23 Cost Of carriage of materials
24 Extra Cost of material
25 13.17.2 CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT12 mm cement plaster 1:4( 1 cement: 4coarse sand) finished with a floating coat of near cement Details of cost for 10 sqm 44.864 44.864 cum 192.20 8623.00
26 13.36.2 Extra for providing and mixing water proofing material in proportion recommended by the manufacturers:12 mm cement plaster 1:4(1 cement :4 sand) 44.864 44.864 cum 7.20 323.00
27 13.77.2 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade .New work (two or more coats ) over and including priming coat with cement primer 784.354 784.354 cum 102.30 80239.00
28 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 256.872 256.872 cum 137.00 35191.00
29 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. 632.700 632.700 cum 144.50 91425.00
30 9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type,core of block board construction with frame of 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
31 9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 3.192 3.192 cum 1775.30 5667.00
32 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:
13.82.1 New steel work (two or more coats) 25.308 25.308 cum 83.50 2113.00
13.82.2 New Wooden Surface 7.963 7.963 cum 83.50 665.00
33 17.1.1 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 :White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 8.000 8.000 cum 4470.90 35767.00
34 17.2.1 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid 2.000 2.000 cum 4230.00 8460.00
35 18.49. Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 12.000 12.000 nos 434.20 5210.00
36 18.52.1 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore 12.000 12.000 nos 594.80 7138.00
37 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. 2000.000 2000.000 Ltr 9.70 19400.00
38 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
39 18.11 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :
40 18.32 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :
18.32.1 With common burnt clay F.P.S.(non modular) bricks of class designation 100A 2.000 2.000 cum 1177.90 2356.00
41 12.78 Providing and fixing on wall face unplastidsed- VC(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.
42 12.79 Providing and fixing on wall face unplasticised -PVC molded 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.
12.79.3.2 Single tee with door110x110x110mm 40.000 40.000 nos 193.40 7736.00
43 19.30 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation
19.30.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 4.000 4.000 nos 5942.00 23768.00
19.30.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 4.000 4.000 nos 5107.40 20430.00
44 19.32.1 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 1.000 1.000 nos 33603.40 33603.00
45 22.92 Providing and laying in situ five course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, 2nd & 4th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS: 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five layers
50mm average lime terracing in over roof slab 104.141 104.141 cum 393.30 40959.00
46 9.53 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts,nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 12.000 11.000 cum 130.80 1439.00
47 4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. 33.750 33.750 cum 436.60 14735.00
48 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l, 60.000 60.000 M 1087.90 65274.00
49 15.7.4 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead :In cement mortar 56.642 56.642 cum 823.70 46656.00
50 15.3 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead: 8.051 8.051 cum 1411.20 11362.00
51 15.13.2 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 meters leadOf area beyond 3 sqm. 8.000 8.000 cum 78.10 625.00
52 Deduction for Salvage materials
(ii) Reinforcement 394.499 394.499 cum 20.00 -7890.00
53 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 300 mm dia 90.00 90.000 cum 486.80 43812.00
54 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 etc150 mm nominal size dia 69.00 69.000 cum 660.10 45547.00
55 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.150 mm nominal size dia 21.00 21.000 cum 673.50 14144.00
56 24.14.2 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150 mm clamp 1.00 1.000 cum 1531.40 1531.00
57 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 borewell of:150 mm dia 1.00 1.000 cum 210.70 211.00
58 24.8 Gravel packing in tubewell 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. 4.25 4.250 cum 1343.20 5709.00
59 24.15.2 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).150 mm dia 1.00 1.000 cum 281.80 282.00
60 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. 8.00 8.000 cum 916.80 7334.00
61 24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge 4.00 4.000 cum 1195.60 4782.00
62 24.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. 2.00 2.000 cum 1195.60 2391.00
63 18.10.5 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall40 mm dia nominal bore 60.00 60.000 Meter 589.20 35352.00
64 18.46.5 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :40 mm nominal bore 5.00 5.000 Each 419.70 2099.00
65 N/S 1H.P Crompton Greaves submersible pump with DSP-1 submersible pump starter 1 1.000 cum 15650.00 15650.00
66 N/S Submersible electric wire of 3mm dia approved make and quality etc.All complete 45.00 45.000 cum 72.61 3267.00
67 N/S Safety wire of approved make and quality etc. All complete and as per 40.00 40.000 cum 31.00 1240.00
Sub-Total 6092790.00
Less N.S Items -20157.00
Add GST @5.36% (excluding NS item) 325493.13
Grand Total RS= 6418283.00
Excutive Engineer
Building Division,Sheikhpura
GENERAL ABSTRACT OF COST
SL.NO. NAME OF WORK AMOUNT
1 CONSTRUCTION OF 8 PRISONERS'S CELL FOR MANDAL KARA AT SHEIKHPURA FOR YEAR 2026-2027 5763400.00
2 CONSTRUCTION OF SEPTIC TANK FOR 8 PRISONER'S CELL FOR MANDAL KARA AT SHEIKHPURA FOR YEAR 2026-2027 148400.00
3 CONSTRUCTION OF BORING WORK FOR 8 PRISONER'S CELL FOR MANDAL KARA AT SHEIKHPURA FOR YEAR 2026-2027 185600.00
4 SUB-TOTAL 6097400.00
5 LESS N.S ITEMS -10753.00
8 TOTAL (CIVIL WORK) 6412891.28
9 FOR ELECTRICITY WORK @ % OF SL.NO. 384773.48
10 TOTAL (CIVIL AND ELECTRIC WORK ) 6797664.76
11 FOR CONTIGENCY ADD 0.25 % OF SL.NO.10 33988.32
GRAND TOTAL 6831653.08
B.C.D,SHEIKHPURA B.C.D,SHEIKHPURA B.C.D,SHEIKHPURA
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