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| # | Company | Amount |
|---|---|---|
| 1 | ₹1.4 Cr |
Tender Value
₹2.0 Cr
EMD Value
₹4 L
Closing Date
31 Mar 2026, 3:00 pmClosed
LALIT KUMAR
CHIEF ENGINEER
Siksha Bhawan, Rastrabhasha Parishad, Saidpur, Patna-800004
LALIT KUMAR
CHIEF ENGINEER
Construction of Outer Boundary Wall in the Campus of SCERT, Mahendru, Patna
128083
NIT-55/2025-26/02
Short Tender
CIVIL
Patna
• Name of the Contractor
• Postal Address of the Contractor
• Contact No. of the Contractor
• Email id of the Contractor
• GST
• PAN
• Bids shall remain valid for a period not less than 120 days after the deadline date.
• BID SECURITY-Online/ Bank Guarantee 4.00 Lac
• Work Exp - Satisfactory completed 1 Similar work (Building Construction) not less than of Rs. 99.88 Lac in last 5 fin yr
• Registration Details
• Information regarding any litigation during the last five years, in which the Bidder is involved
• Affidavit
• Valid Character certificate (TO BE ISSUED BY SUPRITENDENT OF POLICE OR HIGHER DESIGNATED OFFICER)
CIVIL
PERCENTAGE
L1
1
24 documents required · 24 mandatory
₹10,000
Processing Fee: 3540
₹4 L
27 Apr 2026
25 Mar 2026
2 Apr 2026
25 Mar 2026
31 Mar 2026
25 Mar 2026
BIHAR STATE EDUCATIONAL INFRASTRUCTURE DEVELOPMENT CORPORATION LTD. SHIKSHA BHAWAN, SAIDPUR, PATNA.
Bill of Quantity for Construction of Outer Boundary Wall in the Campus of SCERT, Mahendru, Patna
Amount of B.O.Q. for Schedule Item (In Rs.) :- ₹ 19,977,047.00
Amount of E.M.D. (In Rs.) :- ₹ 400,000.00
Tender Fee- 10,000/- Time of Completion- 06 Months
Rates are based on SOR 2022 (w.e.f. 01.01.2022) for Civil Works
SR.NO. SOR DISCRIPTION QTY. UNIT RATE AMOUNT
1 15.7.4 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead:In cement mortar 495.8 CUM 823.7 408390.46
2 15.3 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead: 564.94 CUM 823.7 465341.08
3 20.2.1 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).-300 mm dia piles 2065 METER 902.6 1863869
4 20.4.1 Extra over item No. 23.3 for providing additional bulb in under reamed piles, under specified dia meter (Only the quantity of extra bulbs are to be paid).300mm dia piles 590 EACH 1621.6 956744
5 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 70.33 CUM 360.7 25368.03
6 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 19.18 CUM 287.3 5510.41
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 255.75 SQM 283.3 72453.98
8 5.9 Centring and shuttering including strutting, propping etc. and removal of form for :
5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 426.25 SQM 211.6 90194.5
5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts 1587.69 SQM 494.4 784953.94
5.9.5 Plinth beam, Lintel, band, beam etc. 468.88 CUM 404.7 189755.74
9 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work Up to plinth level
5.1.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 63.94 CUM 4688.3 299769.9
10 5.2 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.
5.2.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 181.87 CUM 5670 1031202.9
11 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 excluding the 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-15 grade R.C.C instead of M-20 grade R.C.C. 57.55 CUM 5662.1 325853.86
12 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 721.43 CUM 5662.1 4084808.8
13 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 0 0 0 0
5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia 17195.298 KG 94.5 1624955.66
5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia 0 KG 92.6 0
5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia 22099.1232 KG 90.8 2006600.39
14 13.12 15 mm cement plaster on rough side of single or half brick wall of mix.
15 13.11 12 mm cement plaster of mix:
13.11.2 1:4(1 cement :4coarse sand) 292.05 SQM 152.9 44654.45
16 13.78 Applying one coat of cement primer of approved brand and manufacture on wall surface:
13.78.1 Cement primer 8345.1 SQM 38.6 322120.86
17 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade.
13.79.1 New work (three or more coats) 8345.1 SQM 81.2 677622.12
18 9.48.1 Providing and fixing M.S. grills of requirement pattern in frames of windows etc. with M.S. flats square or round bars etc all complete fixed to steel windows by welding. For all floor 7949.56 KG 144.5 1148711.42
19 13.81.3 Applying priming coat with ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works. 532.81 SQM 34.6 18435.23
20 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats on new work 532.81 SQM 84.5 45022.45
10.43 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) 0 METER 272.6 0
21 Carriage Cost of Materials
i Local Sand 19.18 CUM 274.46 5264.14
iii Stone Chips 392.908 CUM 2059.9 809351.19
22 Difference Cost of Materials
23 Add Extra Cost for Seigniorage fee As Prescribed in SOR of BCD (10% of Basic Rate of materials).
ix Local Sand 19.18 CUM 14.19 272.16
xi Stone Chips 392.908 CUM 59.54 23393.74
TOTAL AMOUNT:- 18,960,750.84
Total (Including 6 % addition GST wrt SOR (As taken 12 % )-factor -( 0.0536) 1,016,296.25
NET TOTAL:- 19,977,047.00
#REF! #REF! #REF! #REF! #REF! #REF! #REF!
Description type dia CTC No. No. A B C D Extra Cutting Length Total Length Unit 8 10 12 16 20 25 32
#REF! #REF! #REF! #REF! #REF! #REF! #REF!
1 PILE #REF! #REF! 0.30 0.30
MAIN BAR I 12 #REF! 4 #REF! #REF! #REF!
LAP 12 #REF! 600 0.600 #VALUE!
DIS. BAR I 8 200 #REF! #REF! 940 160 #REF! #REF!
2 TIE BEAM #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
MAIN BAR I 12 #REF! 4 #REF! #REF! #REF! #REF! #REF!
LAP 12 #REF! 600 0.600 #VALUE!
DIS. BAR I 8 175 #REF! #REF! #REF! #REF! #REF! #REF! 160 #REF! #REF!
3 COLUMN #REF! #REF! #REF! #REF!
MAIN BAR I 12 #REF! 4 #REF! #REF! #REF!
LAP 12 #REF! 600 0.600 #VALUE!
DIS. BAR I 8 175 #REF! #REF! #REF! #REF! #REF! #REF! 160 #REF! #REF!
4 MID BEAM #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
MAIN BAR I 12 #REF! 4 #REF! #REF! #REF! #REF! #REF!
LAP 12 #REF! 600 0.600 #VALUE!
DIS. BAR I 8 175 #REF! #REF! #REF! #REF! #REF! #REF! 160 #REF! #REF!
5 TOP BAND #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
MAIN BAR I 8 #REF! 4 #REF! #REF! #REF! #REF! #REF!
LAP 8 #REF! 400 0.400 #VALUE!
DIS. BAR I 8 200 #REF! #REF! #REF! #REF! #REF! #REF! 160 #REF! #REF!
BIHAR STATE EDUCATIONAL INFRASTRUCTURE DEVELOPMENT CORPORATION LTD. SHIKSHA BHAWAN, SAIDPUR, PATNA.
Bill of Quantity for Construction of Outer Boundary Wall in the Campus of SCERT, Mahendru, Patna
Amount of B.O.Q. for Schedule Item (In Rs.) :- ₹ 19,977,047.00
Amount of E.M.D. (In Rs.) :- ₹ 400,000.00
Tender Fee- 10,000/- Time of Completion- 06 Months
Rates are based on SOR 2022 (w.e.f. 01.01.2022) for Civil Works
SR.NO. SOR DISCRIPTION QTY. UNIT RATE AMOUNT
1 15.7.4 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead:In cement mortar 495.8 CUM 823.7 408390.46
2 15.3 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead: 564.94 CUM 823.7 465341.08
3 20.2.1 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).-300 mm dia piles 2065 METER 902.6 1863869
4 20.4.1 Extra over item No. 23.3 for providing additional bulb in under reamed piles, under specified dia meter (Only the quantity of extra bulbs are to be paid).300mm dia piles 590 EACH 1621.6 956744
5 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 70.33 CUM 360.7 25368.03
6 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 19.18 CUM 287.3 5510.41
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 255.75 SQM 283.3 72453.98
8 5.9 Centring and shuttering including strutting, propping etc. and removal of form for :
5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 426.25 SQM 211.6 90194.5
5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts 1587.69 SQM 494.4 784953.94
5.9.5 Plinth beam, Lintel, band, beam etc. 468.88 CUM 404.7 189755.74
9 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work Up to plinth level
5.1.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 63.94 CUM 4688.3 299769.9
10 5.2 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.
5.2.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 181.87 CUM 5670 1031202.9
11 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 excluding the 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-15 grade R.C.C instead of M-20 grade R.C.C. 57.55 CUM 5662.1 325853.86
12 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 721.43 CUM 5662.1 4084808.8
13 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 0 0 0 0
5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia 17195.298 KG 94.5 1624955.66
5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia 0 KG 92.6 0
5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia 22099.1232 KG 90.8 2006600.39
14 13.12 15 mm cement plaster on rough side of single or half brick wall of mix.
15 13.11 12 mm cement plaster of mix:
13.11.2 1:4(1 cement :4coarse sand) 292.05 SQM 152.9 44654.45
16 13.78 Applying one coat of cement primer of approved brand and manufacture on wall surface:
13.78.1 Cement primer 8345.1 SQM 38.6 322120.86
17 13.79 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade.
13.79.1 New work (three or more coats) 8345.1 SQM 81.2 677622.12
18 9.48.1 Providing and fixing M.S. grills of requirement pattern in frames of windows etc. with M.S. flats square or round bars etc all complete fixed to steel windows by welding. For all floor 7949.56 KG 144.5 1148711.42
19 13.81.3 Applying priming coat with ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works. 532.81 SQM 34.6 18435.23
20 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats on new work 532.81 SQM 84.5 45022.45
10.43 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) 0 METER 272.6 0
21 Carriage Cost of Materials
i Local Sand 19.18 CUM 274.46 5264.14
iii Stone Chips 392.908 CUM 2059.9 809351.19
22 Difference Cost of Materials
23 Add Extra Cost for Seigniorage fee As Prescribed in SOR of BCD (10% of Basic Rate of materials).
ix Local Sand 19.18 CUM 14.19 272.16
xi Stone Chips 392.908 CUM 59.54 23393.74
TOTAL AMOUNT:- 18,960,750.84
Total (Including 6 % addition GST wrt SOR (As taken 12 % )-factor -( 0.0536) 1,016,296.25
NET TOTAL:- 19,977,047.00
#REF! #REF! #REF! #REF! #REF! #REF! #REF!
Description type dia CTC No. No. A B C D Extra Cutting Length Total Length Unit 8 10 12 16 20 25 32
#REF! #REF! #REF! #REF! #REF! #REF! #REF!
1 PILE #REF! #REF! 0.30 0.30
MAIN BAR I 12 #REF! 4 #REF! #REF! #REF!
LAP 12 #REF! 600 0.600 #VALUE!
DIS. BAR I 8 200 #REF! #REF! 940 160 #REF! #REF!
2 TIE BEAM #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
MAIN BAR I 12 #REF! 4 #REF! #REF! #REF! #REF! #REF!
LAP 12 #REF! 600 0.600 #VALUE!
DIS. BAR I 8 175 #REF! #REF! #REF! #REF! #REF! #REF! 160 #REF! #REF!
3 COLUMN #REF! #REF! #REF! #REF!
MAIN BAR I 12 #REF! 4 #REF! #REF! #REF!
LAP 12 #REF! 600 0.600 #VALUE!
DIS. BAR I 8 175 #REF! #REF! #REF! #REF! #REF! #REF! 160 #REF! #REF!
4 MID BEAM #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
MAIN BAR I 12 #REF! 4 #REF! #REF! #REF! #REF! #REF!
LAP 12 #REF! 600 0.600 #VALUE!
DIS. BAR I 8 175 #REF! #REF! #REF! #REF! #REF! #REF! 160 #REF! #REF!
5 TOP BAND #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
MAIN BAR I 8 #REF! 4 #REF! #REF! #REF! #REF! #REF!
LAP 8 #REF! 400 0.400 #VALUE!
DIS. BAR I 8 200 #REF! #REF! #REF! #REF! #REF! #REF! 160 #REF! #REF!
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