Loading…
Loading…
| # | Company | Amount |
|---|---|---|
| 1 | ₹23.8 L |
Tender Value
₹23.8 L
EMD Value
₹47,700
Closing Date
15 Feb 2026, 3:00 pmClosed
Ashish Kumar
EXECUTIVE ENGINEER
Vidyut Bhawan Patna
Manmohan Kumar
CE
R&M work due O/V in Qtr. No-B/08 (old) at BSPHCL Colony, Punaichak, Patna
124274
03/PR/BSPHCL/2026
Short Tender
CIVIL
Patna
• Name of bidder
• Address of bidder
• Contact & E-mail ID
CIVIL
ITEM RATE
L1
1
14 documents required · 14 mandatory
₹5,900
Processing Fee: 590
₹47,700
17 Apr 2026
2 Feb 2026
16 Feb 2026
2 Feb 2026
15 Feb 2026
2 Feb 2026
BIHAR STATE POWER HOLDING COMPANY LIMITED
NIT No. 03/PR/BSPHCL/2026
Name of Work R&M work due O/V in Qtr. No-B/08 (old) at BSPHCL Colony, Punaichak, Patna
Estimated Cost ₹ 2,380,444.00
Cost of B.O.Q. ₹ 5,900.00
Earnest Money ₹ 47,700.00
Time of Completion 02 months
Bid Submission start date:- 31.01.2026
Bid Submission due date 15.02.2026 upto 3:00 PM
Date of submission of original DD:- 16.02.2026 upto 3:00 PM
Date of opening of Technical Part:- 16.02.2026 upto 3:30 PM
BILL OF QUANITITY
Sl. no. Name of work Qty Unit Rate Amount
1 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 meters lead. Of area beyond 3 sqm 16.00 each 78.10 1,249.60
2 Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) 2.84 cum 4,819.90 13,688.52
3 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). 962.94 KG 546.80 526,535.59
4 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). 37.62 sqm 9,471.00 356,299.02
5 Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealent shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ±. 0.2 mm and single glazing bead / double glazing bead of appropriate dimension.(Area of door upto 2.50 sqm) 9.26 sqm 9,892.70 91,606.40
6 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: (b) 80 mm thick c.c. paver block of M-35 grade with white colour design and pattern. 192.10 sqm 906.10 174,061.81
7 Glazed Vitrified tiles Matt/Antiskid finish of size 60 x 60 cm 96.19 sqm 624.42 60,062.96
8 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1 st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent make in colours such as white , Ivory , Grey , Fume , Red , Brown , laid on 20 mm thick cement motar 1:4 (1 cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc, complete. 5.39 sqm 1,329.80 7,167.62
9 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), 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 mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 46.63 sqm 789.90 36,833.04
10 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete. 9.11 sqm 686.80 6,256.75
11 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles above 25 mm and upto 40 mm 18.31 sqm 47.50 869.73
12 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20mm(avearage) thick base of cement mortar 1:4(1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. 18.31 sqm 2,147.70 39,324.39
13 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete Electric resistance or induciton butt welded tubes 460.73 KG 110.80 51,048.88
14 Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.8mm thick with zinc coating not less than 275 gm/mz 125.65 sqm 1,501.30 188,638.35
15 Providing curtain cloth…………..of E/I 76.83 Meter 792.72 60,904.68
16 Providing stiching for curtain……….of E/I 25.00 rft 342.64 8,566.00
17 Providing rod accessories………….of E/I 18.00 Pair 1,062.20 19,119.60
18 Providing and fixing curtain rods………..of E/I 75.00 rft 404.32 30,324.00
19 Providing and installation of wall paper os supreme quality all complete as per direction of E/I plantinium range 958.00 sft 329.87 316,015.46
20 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m disposed soil to be leveled and neatly dressed : All Kinds of soil 4.04 100sqm 4,611.70 186.31
21 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth ) 15.24 M 178.30 2,717.29
22 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0.26 cum 287.30 74.70
23 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, 2.99 sqm 283.30 847.07
24 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) 2.43 cum 4,688.30 11,392.57
25 Half brick masonry with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:4 (1 cement: 4 coarse send) 29.1 sqm 599.30 17,439.63
26 Extra for half Brick masonry in superstructure above pinth level upto floor V level. 29.1 sqm 89.70 2,610.27
27 Cement plaster in course sand 12 mm cement plaster of mix: 1:6(1 cement: 6 coarse sand) 56.21 sqm 141.50 7,953.72
28 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) Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primer 56.21 sqm 119.80 6,733.96
29 Centring and shuttering including strutting,propping etc. and removal of form for. 0.00
30 Foundations, footings, bases of columns etc. for mass concrete. 6.71 sqm 211.60 1,419.84
31 Columns,Pillars, Piers, Abutments, Posts and Struts 4.63 sqm 494.40 2,289.07
32 Lintels, beams, plinth bams, griders, bressumers and contilevers. 2.02 sqm 404.70 817.49
33 Centring and shuttering including strutting,propping etc. and removal of form for.
34 Thermo-Mechanically Treated bars TMTC-500-10mm dia. 141.67 KG 92.60 13,118.64
35 Mild steel 6.0 mm dia 46.44 KG 96.70 4,490.75
36 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. Pipe 9.15 M 410.70 3,757.91
37 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 100A 3 each 7,210.60 21,631.80
38 Providing supply and fixing grass carpet of e/i 2187 sft 60.00 131,220.00
39 Carriage of Materials 0.00
a Sone Sand(45KM) 18.45 cum 1,131.58 20,877.65
b Stone Chips(110 KM) 2.740 cum 2,447.81 6,707.00
c Bricks(1K+7P) 3526.09 Thousand 1,115.51 3,933.39
d Local Sand 3.17 cum 334.66 1,060.87
e Earth 0.00 cum 314.21 0.00
40 Add difference cost of materials
a Cement. 72.02 bag 13.14 946.34
b Bricks 3526.09 Thousand 1,590.97 5,609.90
Excluding GST@12% and including GST@18% Part-A 2,377,287.58
41 Seignorage Fee
a Sone Sand(45KM) 18.45 cum 175.80 3,243.51
b Stone Chips(110 KM) 2.740 cum 595.36 1,631.29
c Bricks(1K+7P) 3526.09 Thousand 6,075.00 21,421.00
d Local Sand 3.17 cum 141.85 449.66
e Earth 0.00 cum 33.00 0.00
Part-C Add: 18 % GST on Siegnorage Fee 3,155.96
Say Total Rs. 23,80,444/-(Twenty Three Lacs Eighty Thousand Four Hundred Forty Four) Only
Name of the Contractor :-
Address of the Contractor :-
Contact No & Email of Bidder
I/we offer in Figures……. in words………………… % (Percentage) High / Less/Estimated rate as mentioned in the Bill of quantity. In figure :-
Note 1.This sheet is protected.Bidders are advice to fill Name ,Address, contact no and email & Quoted rate in coloured cell only.
BIHAR STATE POWER HOLDING COMPANY LIMITED
NIT No. 03/PR/BSPHCL/2026
Name of Work R&M work due O/V in Qtr. No-B/08 (old) at BSPHCL Colony, Punaichak, Patna
Estimated Cost ₹ 2,380,444.00
Cost of B.O.Q. ₹ 5,900.00
Earnest Money ₹ 47,700.00
Time of Completion 02 months
Bid Submission start date:- 31.01.2026
Bid Submission due date 15.02.2026 upto 3:00 PM
Date of submission of original DD:- 16.02.2026 upto 3:00 PM
Date of opening of Technical Part:- 16.02.2026 upto 3:30 PM
BILL OF QUANITITY
Sl. no. Name of work Qty Unit Rate Amount
1 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 meters lead. Of area beyond 3 sqm 16.00 each 78.10 1,249.60
2 Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) 2.84 cum 4,819.90 13,688.52
3 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). 962.94 KG 546.80 526,535.59
4 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). 37.62 sqm 9,471.00 356,299.02
5 Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealent shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ±. 0.2 mm and single glazing bead / double glazing bead of appropriate dimension.(Area of door upto 2.50 sqm) 9.26 sqm 9,892.70 91,606.40
6 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: (b) 80 mm thick c.c. paver block of M-35 grade with white colour design and pattern. 192.10 sqm 906.10 174,061.81
7 Glazed Vitrified tiles Matt/Antiskid finish of size 60 x 60 cm 96.19 sqm 624.42 60,062.96
8 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1 st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent make in colours such as white , Ivory , Grey , Fume , Red , Brown , laid on 20 mm thick cement motar 1:4 (1 cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc, complete. 5.39 sqm 1,329.80 7,167.62
9 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), 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 mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 46.63 sqm 789.90 36,833.04
10 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete. 9.11 sqm 686.80 6,256.75
11 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles above 25 mm and upto 40 mm 18.31 sqm 47.50 869.73
12 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20mm(avearage) thick base of cement mortar 1:4(1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. 18.31 sqm 2,147.70 39,324.39
13 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete Electric resistance or induciton butt welded tubes 460.73 KG 110.80 51,048.88
14 Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.8mm thick with zinc coating not less than 275 gm/mz 125.65 sqm 1,501.30 188,638.35
15 Providing curtain cloth…………..of E/I 76.83 Meter 792.72 60,904.68
16 Providing stiching for curtain……….of E/I 25.00 rft 342.64 8,566.00
17 Providing rod accessories………….of E/I 18.00 Pair 1,062.20 19,119.60
18 Providing and fixing curtain rods………..of E/I 75.00 rft 404.32 30,324.00
19 Providing and installation of wall paper os supreme quality all complete as per direction of E/I plantinium range 958.00 sft 329.87 316,015.46
20 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m disposed soil to be leveled and neatly dressed : All Kinds of soil 4.04 100sqm 4,611.70 186.31
21 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth ) 15.24 M 178.30 2,717.29
22 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0.26 cum 287.30 74.70
23 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, 2.99 sqm 283.30 847.07
24 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) 2.43 cum 4,688.30 11,392.57
25 Half brick masonry with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:4 (1 cement: 4 coarse send) 29.1 sqm 599.30 17,439.63
26 Extra for half Brick masonry in superstructure above pinth level upto floor V level. 29.1 sqm 89.70 2,610.27
27 Cement plaster in course sand 12 mm cement plaster of mix: 1:6(1 cement: 6 coarse sand) 56.21 sqm 141.50 7,953.72
28 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) Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primer 56.21 sqm 119.80 6,733.96
29 Centring and shuttering including strutting,propping etc. and removal of form for. 0.00
30 Foundations, footings, bases of columns etc. for mass concrete. 6.71 sqm 211.60 1,419.84
31 Columns,Pillars, Piers, Abutments, Posts and Struts 4.63 sqm 494.40 2,289.07
32 Lintels, beams, plinth bams, griders, bressumers and contilevers. 2.02 sqm 404.70 817.49
33 Centring and shuttering including strutting,propping etc. and removal of form for.
34 Thermo-Mechanically Treated bars TMTC-500-10mm dia. 141.67 KG 92.60 13,118.64
35 Mild steel 6.0 mm dia 46.44 KG 96.70 4,490.75
36 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. Pipe 9.15 M 410.70 3,757.91
37 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 100A 3 each 7,210.60 21,631.80
38 Providing supply and fixing grass carpet of e/i 2187 sft 60.00 131,220.00
39 Carriage of Materials 0.00
a Sone Sand(45KM) 18.45 cum 1,131.58 20,877.65
b Stone Chips(110 KM) 2.740 cum 2,447.81 6,707.00
c Bricks(1K+7P) 3526.09 Thousand 1,115.51 3,933.39
d Local Sand 3.17 cum 334.66 1,060.87
e Earth 0.00 cum 314.21 0.00
40 Add difference cost of materials
a Cement. 72.02 bag 13.14 946.34
b Bricks 3526.09 Thousand 1,590.97 5,609.90
Excluding GST@12% and including GST@18% Part-A 2,377,287.58
41 Seignorage Fee
a Sone Sand(45KM) 18.45 cum 175.80 3,243.51
b Stone Chips(110 KM) 2.740 cum 595.36 1,631.29
c Bricks(1K+7P) 3526.09 Thousand 6,075.00 21,421.00
d Local Sand 3.17 cum 141.85 449.66
e Earth 0.00 cum 33.00 0.00
Part-C Add: 18 % GST on Siegnorage Fee 3,155.96
Say Total Rs. 23,80,444/-(Twenty Three Lacs Eighty Thousand Four Hundred Forty Four) Only
Name of the Contractor :-
Address of the Contractor :-
Contact No & Email of Bidder
I/we offer in Figures……. in words………………… % (Percentage) High / Less/Estimated rate as mentioned in the Bill of quantity. In figure :-
Note 1.This sheet is protected.Bidders are advice to fill Name ,Address, contact no and email & Quoted rate in coloured cell only.
aoc.json
Purchase Order
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
NIT-03.pdf
NIT • 0.84 MB
TENDERDOCUMENT-03 (1).pdf
NIT • 0.27 MB
TENDERDOCUMENT-03 (1).pdf
NIT • 0.27 MB
corrigendum-03.pdf
NIT • 0.33 MB
TENDERDOCUMENT-03 (1).pdf
NIT • 0.27 MB
BOQ -03.xlsx
NIT • 0.03 MB
corrigendum-03.pdf
NIT • 0.33 MB
BOQ -03.xlsx
NIT • 0.03 MB
C1 corrigendum-03.pdf
Corrigendum • 0.33 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .