Tender For Construction Of Gate Pillars, Water Storage Tank, Paytan, Cattle Guard Hut Etc. At Sp Jorbeer Area, Gadhwala
Tender Value
7.12 Lakhs
Estimated cost
Bid Submission
11 Aug 2026
0 days left
EMD
14240
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bikaner → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Gate Pillars, Water Storage Tank, Paytan, Cattle Guard Hut Etc. At Sp Jorbeer Area, Gadhwala
BOQ
| Sl. No. | Item Description |
| 1 | SP Jorbeer, F, Block No. 4 Gadhwala(A) Construction of Gate Pillar's |
| 2 | (PWD BSR 2022) 1.6Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil (2 Pillar x 0.60. x 0.60 x 0.30)=0.216 cum |
| 3 | 3.1.6Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (2 Pillar x 0.60 x 0.60 x 0.15)=0.108 cum |
| 4 | 5.1.2Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand)(2 Pillar x 0.60. x 0.60 x 0.60)=0.432 cum |
| 5 | 5.2.2Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) (2 Pillar x 0.60. x 0.60 x 1.35)=0.972 cum |
| 6 | 12.2.2Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :20mm thick 2 Pillar x 4 x 0.60 x 1.80 = 8.640 sqm2 pillar x 0.60 x 0.60 = 0.720 sqm |
| 7 | 12.36Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding. As per plaster |
| 8 | NON BSRWork Name and site name paint on both pillars as per site incharge |
| 9 | Total (A) 10000 |
| 10 | (B) Construction of Water storage Tank |
| 11 | PWD BSR 2022 B/1.1Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : (2 x 2) = 4 Sqm |
| 12 | B/1.8Earth work in excavation by mechanical means (HydraulicExcavator )/ manual means 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils ( 2 x 2 x 2 ) = 8 CUM |
| 13 | B/3.1.5Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregateINSIDE- (2 X 2 X 0.15) = 0.60 CUM |
| 14 | B/5.1.1.Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks.Cement mortar 1 : 4 (1 cement : 4 coarse sand)(4 wall x 2 L x 3.60H x 0.23 B ) = 6.62 Cum |
| 15 | B/10.16Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4, with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of Engineer In Charge.On Top- (2 x 2) = 4 SqmDeduction Door- (0.60 x 0.60) = 0.36 SqmTotal- 4-0.36=3.64 Sqm |
| 16 | B/10.17.1Grading roof for water proofing treatment with water proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size)On Top- (2 x 2 x 0.05) = 0.2 CumDed. Door- (0.60 x 0.60 x 0.05) = 0.018 CumTotal =0.20- 0.018 =0.182cum |
| 17 | B/11.5Cement plaster in skirting and/dado 18 mm thick with cement mortar 1:3 (1 cement : 3 course sand) finished with a floating coat of neat cement including rounding of junctions with floor(2 X2 ) = 4 Sqm |
| 18 | B/12.1.2Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :20 mm thickInside- (4 SIDE x 2 L X3.60H ) = 28.80 SqmOut side- (4 SIDE X 2L X 1H) = 8 Sqm Total- 36.8 Sqm |
| 19 | PWD BSR 2022 material 870830 mm thick factory madeglass fiber reinforced plastic panel door hutter i/c carriage. |
| 20 | Construction of Paytan around water storage tank |
| 21 | PWD BSR 2022 1.1Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : (6.80 x 6.80)-(2x2) = 42.24 Sqm |
| 22 | B/3.1.3Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement: 2 coarse sand : 4graded stone aggregate with broom finish 42.24 SQM X 0.15 H = 6.33 CUM |
| 23 | 5.2.2Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1: 6 (1 cement : 6 coarse sand) 0.50 x 26.00 x 0.23)=2.99 cum |
| 24 | 12.2.2Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :20mm thick bothside- 2 sides x 26 x 0.15 = 7.80 sqm top - 26 x 0.23 = 5.98 sqm (Total= 7.80 + 5.98 = 13.78) |
| 25 | NON BSRConstruction Detail & Name Paint By Enmal Paint including labour. As per site incharge directions paint size 2 x 2 = 4sqft |
| 26 | Total (B) 10000 |
| 27 | (c) Construction of Cattle Guard Hut (Jhopa) |
| 28 | B/1.8Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils 10 L x 0.3 B x 0.45 H = 1.35 Cum |
| 29 | B/3.1.7Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size).10 L x 0.6 B x 0.10 H = 0.60Cum |
| 30 | B/5.1.2Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricksCement mortar 1 : 6 (1 cement : 6 coarse sand)10 L x 0.3B x 0.35 H = 1.05 Cum |
| 31 | B/5.2.2Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) 10 L x 0.23 B x 1.65H = 3.795 CumDeduction-Door- 1x0.90x1.60x0.23 = 0 .331 CumWindow- 1x0.6 x0.60x0.23 = 0 .082 CumTotal- 3.795 - 0.413 = 3.382 Cum |
| 32 | B/12.3.2Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. 10 L x 1.65H = 16.5 SQMDeduction-Door- 1x0.90x1.60x = 1.44 SQMWindow- 1x0.6 x0.60x = 0.36 SQMTotal- 16.5 - 1.80 = 14.7 SQM TWO SIDE WALL 14.7X 2 =29.4 SQM |
| 33 | B/9.5Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Door- 1x 0.90 x 1.80 Window-0.60 x 0.60 |
| 34 | B/5.1.3Brick work masonary with F.P.S. bricks of class designation 75 in foundation and plinth with bricks mud mortar ( laying of bricks in floor of cattle guard hut ) |
| 35 | B/12.36Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding. As per plaster Sand color. On plaster area. |
| 36 | NON BSRConstruction Detail & Name Paint By Enmal Paint including labour. As per site incharge directions paint size 2 x 2 = 4sqft |
| 37 | Total 40000 |
| 38 | (D) Installation of Gate, Sign board & Handpump |
| 39 | NON BSRProviding and fixing steel gate, grating and grills in two leaves (5 ft each) made of angles, tees square bars flats or black pipe with holdfast, heavy duty hinges, tower bolts and locking arrangement complete. Rate including cutting and welding, fabrication, applying a primer coat of red oxide and two coat of synthetic enamel paint (yellow and green) including fixing at site. As per design enclosed weight 80-90 kg.Size length 10 feet |
| 40 | NON BSRProviding and fixing sign board at site in jorbeer block. Specifications : Angle size 40 mm x 40 mm x 5mm MS Sheet 18 gauge or 1.25mm thickness. Size of sign board panel to be 3 ft x 2 ft, mounted on iron posts of total height 8 ft with 6 inch T welded at bottom for anchoring. Board to be painted yellow with site details written in green enamel paint. Post to be fixed 45 cm deep in ground with random rubble masonry/CC work. weight approx 35-40 kg |
| 41 | NON BSRProviding and installation of semi-deep/ordinary new hand pump on water storage tank including pipes, bend, accessories and all plumbing/labour charges complete. |
| 42 | Total 28000 |
| 43 | Grand Total A+B+C+D 178000 |
| 44 | SP Jorbeer, L, Block No. 6 Gadhwala(A) Construction of Gate Pillar's |
| 45 | (PWD BSR 2022) 1.6Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil (2 Pillar x 0.60. x 0.60 x 0.30)=0.216 cum |
| 46 | 3.1.6Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (2 Pillar x 0.60 x 0.60 x 0.15)=0.108 cum |
| 47 | 5.1.2Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand)(2 Pillar x 0.60. x 0.60 x 0.60)=0.432 cum |
| 48 | 5.2.2Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) (2 Pillar x 0.60. x 0.60 x 1.35)=0.972 cum |
| 49 | 12.2.2Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :20mm thick 2 Pillar x 4 x 0.60 x 1.80 = 8.640 sqm2 pillar x 0.60 x 0.60 = 0.720 sqm |
| 50 | 12.36Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding. As per plaster |
| 51 | NON BSRWork Name and site name paint on both pillars as per site incharge |
| 52 | Total (A) 10000 |
| 53 | (B) Construction of Water storage Tank |
| 54 | PWD BSR 2022 B/1.1Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : (2 x 2) = 4 Sqm |
| 55 | B/1.8Earth work in excavation by mechanical means (HydraulicExcavator )/ manual means 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils ( 2 x 2 x 2 ) = 8 CUM |
| 56 | B/3.1.5Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregateINSIDE- (2 X 2 X 0.15) = 0.60 CUM |
| 57 | B/5.1.1.Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks.Cement mortar 1 : 4 (1 cement : 4 coarse sand)(4 wall x 2 L x 3.60H x 0.23 B ) = 6.62 Cum |
| 58 | B/10.16Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4, with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of Engineer In Charge.On Top- (2 x 2) = 4 SqmDeduction Door- (0.60 x 0.60) = 0.36 SqmTotal- 4-0.36=3.64 Sqm |
| 59 | B/10.17.1Grading roof for water proofing treatment with water proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size)On Top- (2 x 2 x 0.05) = 0.2 CumDed. Door- (0.60 x 0.60 x 0.05) = 0.018 CumTotal =0.20- 0.018 =0.182cum |
| 60 | B/11.5Cement plaster in skirting and/dado 18 mm thick with cement mortar 1:3 (1 cement : 3 course sand) finished with a floating coat of neat cement including rounding of junctions with floor(2 X2 ) = 4 Sqm |
| 61 | B/12.1.2Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :20 mm thickInside- (4 SIDE x 2 L X3.60H ) = 28.80 SqmOut side- (4 SIDE X 2L X 1H) = 8 Sqm Total- 36.8 Sqm |
| 62 | PWD BSR 2022 material 870830 mm thick factory madeglass fiber reinforced plastic panel door hutter i/c carriage. |
| 63 | Construction of Paytan around water storage tank |
| 64 | PWD BSR 2022 1.1Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : (6.80 x 6.80)-(2x2) = 42.24 Sqm |
| 65 | B/3.1.3Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement: 2 coarse sand : 4graded stone aggregate with broom finish 42.24 SQM X 0.15 H = 6.33 CUM |
| 66 | 5.2.2Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1: 6 (1 cement : 6 coarse sand) 0.50 x 26.00 x 0.23)=2.99 cum |
| 67 | 12.2.2Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :20mm thick bothside- 2 sides x 26 x 0.15 = 7.80 sqm top - 26 x 0.23 = 5.98 sqm (Total= 7.80 + 5.98 = 13.78) |
| 68 | NON BSRConstruction Detail & Name Paint By Enmal Paint including labour. As per site incharge directions paint size 2 x 2 = 4sqft |
| 69 | Total (B) 10000 |
| 70 | (c) Construction of Cattle Guard Hut (Jhopa) |
| 71 | B/1.8Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils 10 L x 0.3 B x 0.45 H = 1.35 Cum |
| 72 | B/3.1.7Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size).10 L x 0.6 B x 0.10 H = 0.60Cum |
| 73 | B/5.1.2Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricksCement mortar 1 : 6 (1 cement : 6 coarse sand)10 L x 0.3B x 0.35 H = 1.05 Cum |
| 74 | B/5.2.2Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) 10 L x 0.23 B x 1.65H = 3.795 CumDeduction-Door- 1x0.90x1.60x0.23 = 0 .331 CumWindow- 1x0.6 x0.60x0.23 = 0 .082 CumTotal- 3.795 - 0.413 = 3.382 Cum |
| 75 | B/12.3.2Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. 10 L x 1.65H = 16.5 SQMDeduction-Door- 1x0.90x1.60x = 1.44 SQMWindow- 1x0.6 x0.60x = 0.36 SQMTotal- 16.5 - 1.80 = 14.7 SQM TWO SIDE WALL 14.7X 2 =29.4 SQM |
| 76 | B/9.5Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Door- 1x 0.90 x 1.80 Window-0.60 x 0.60 |
| 77 | B/5.1.3Brick work masonary with F.P.S. bricks of class designation 75 in foundation and plinth with bricks mud mortar ( laying of bricks in floor of cattle guard hut ) |
| 78 | B/12.36Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding. As per plaster Sand color. On plaster area. |
| 79 | NON BSRConstruction Detail & Name Paint By Enmal Paint including labour. As per site incharge directions paint size 2 x 2 = 4sqft |
| 80 | Total 40000 |
| 81 | (D) Installation of Gate, Sign board & Handpump |
| 82 | NON BSRProviding and fixing steel gate, grating and grills in two leaves (5 ft each) made of angles, tees square bars flats or black pipe with holdfast, heavy duty hinges, tower bolts and locking arrangement complete. Rate including cutting and welding, fabrication, applying a primer coat of red oxide and two coat of synthetic enamel paint (yellow and green) including fixing at site. As per design enclosed weight 80-90 kg.Size length 10 feet |
| 83 | NON BSRProviding and fixing sign board at site in jorbeer block. Specifications : Angle size 40 mm x 40 mm x 5mm MS Sheet 18 gauge or 1.25mm thickness. Size of sign board panel to be 3 ft x 2 ft, mounted on iron posts of total height 8 ft with 6 inch T welded at bottom for anchoring. Board to be painted yellow with site details written in green enamel paint. Post to be fixed 45 cm deep in ground with random rubble masonry/CC work. weight approx 35-40 kg |
| 84 | NON BSRProviding and installation of semi-deep/ordinary new hand pump on water storage tank including pipes, bend, accessories and all plumbing/labour charges complete. |
| 85 | Total 28000 |
| 86 | Grand Total A+B+C+D 178000 |
| 87 | SP Jorbeer, M, Block No. 6 Gadhwala(A) Construction of Gate Pillar's |
| 88 | (PWD BSR 2022) 1.6Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil (2 Pillar x 0.60. x 0.60 x 0.30)=0.216 cum |
| 89 | 3.1.6Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (2 Pillar x 0.60 x 0.60 x 0.15)=0.108 cum |
| 90 | 5.1.2Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand)(2 Pillar x 0.60. x 0.60 x 0.60)=0.432 cum |
| 91 | 5.2.2Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) (2 Pillar x 0.60. x 0.60 x 1.35)=0.972 cum |
| 92 | 12.2.2Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :20mm thick 2 Pillar x 4 x 0.60 x 1.80 = 8.640 sqm2 pillar x 0.60 x 0.60 = 0.720 sqm |
| 93 | 12.36Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding. As per plaster |
| 94 | NON BSRWork Name and site name paint on both pillars as per site incharge |
| 95 | Total (A) 10000 |
| 96 | (B) Construction of Water storage Tank |
| 97 | PWD BSR 2022 B/1.1Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : (2 x 2) = 4 Sqm |
| 98 | B/1.8Earth work in excavation by mechanical means (HydraulicExcavator )/ manual means 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils ( 2 x 2 x 2 ) = 8 CUM |
| 99 | B/3.1.5Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregateINSIDE- (2 X 2 X 0.15) = 0.60 CUM |
| 100 | B/5.1.1.Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks.Cement mortar 1 : 4 (1 cement : 4 coarse sand)(4 wall x 2 L x 3.60H x 0.23 B ) = 6.62 Cum |
| 101 | B/10.16Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4, with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of Engineer In Charge.On Top- (2 x 2) = 4 SqmDeduction Door- (0.60 x 0.60) = 0.36 SqmTotal- 4-0.36=3.64 Sqm |
| 102 | B/10.17.1Grading roof for water proofing treatment with water proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size)On Top- (2 x 2 x 0.05) = 0.2 CumDed. Door- (0.60 x 0.60 x 0.05) = 0.018 CumTotal =0.20- 0.018 =0.182cum |
| 103 | B/11.5Cement plaster in skirting and/dado 18 mm thick with cement mortar 1:3 (1 cement : 3 course sand) finished with a floating coat of neat cement including rounding of junctions with floor(2 X2 ) = 4 Sqm |
| 104 | B/12.1.2Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :20 mm thickInside- (4 SIDE x 2 L X3.60H ) = 28.80 SqmOut side- (4 SIDE X 2L X 1H) = 8 Sqm Total- 36.8 Sqm |
| 105 | PWD BSR 2022 material 870830 mm thick factory madeglass fiber reinforced plastic panel door hutter i/c carriage. |
| 106 | Construction of Paytan around water storage tank |
| 107 | PWD BSR 2022 1.1Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : (6.80 x 6.80)-(2x2) = 42.24 Sqm |
| 108 | B/3.1.3Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement: 2 coarse sand : 4graded stone aggregate with broom finish 42.24 SQM X 0.15 H = 6.33 CUM |
| 109 | 5.2.2Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1: 6 (1 cement : 6 coarse sand) 0.50 x 26.00 x 0.23)=2.99 cum |
| 110 | 12.2.2Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :20mm thick bothside- 2 sides x 26 x 0.15 = 7.80 sqm top - 26 x 0.23 = 5.98 sqm (Total= 7.80 + 5.98 = 13.78) |
| 111 | NON BSRConstruction Detail & Name Paint By Enmal Paint including labour. As per site incharge directions paint size 2 x 2 = 4sqft |
| 112 | Total (B) 10000 |
| 113 | (c) Construction of Cattle Guard Hut (Jhopa) |
| 114 | B/1.8Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils 10 L x 0.3 B x 0.45 H = 1.35 Cum |
| 115 | B/3.1.7Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size).10 L x 0.6 B x 0.10 H = 0.60Cum |
| 116 | B/5.1.2Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricksCement mortar 1 : 6 (1 cement : 6 coarse sand)10 L x 0.3B x 0.35 H = 1.05 Cum |
| 117 | B/5.2.2Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) 10 L x 0.23 B x 1.65H = 3.795 CumDeduction-Door- 1x0.90x1.60x0.23 = 0 .331 CumWindow- 1x0.6 x0.60x0.23 = 0 .082 CumTotal- 3.795 - 0.413 = 3.382 Cum |
| 118 | B/12.3.2Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. 10 L x 1.65H = 16.5 SQMDeduction-Door- 1x0.90x1.60x = 1.44 SQMWindow- 1x0.6 x0.60x = 0.36 SQMTotal- 16.5 - 1.80 = 14.7 SQM TWO SIDE WALL 14.7X 2 =29.4 SQM |
| 119 | B/9.5Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Door- 1x 0.90 x 1.80 Window-0.60 x 0.60 |
| 120 | B/5.1.3Brick work masonary with F.P.S. bricks of class designation 75 in foundation and plinth with bricks mud mortar ( laying of bricks in floor of cattle guard hut ) |
| 121 | B/12.36Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding. As per plaster Sand color. On plaster area. |
| 122 | NON BSRConstruction Detail & Name Paint By Enmal Paint including labour. As per site incharge directions paint size 2 x 2 = 4sqft |
| 123 | Total 40000 |
| 124 | (D) Installation of Gate, Sign board & Handpump |
| 125 | NON BSRProviding and fixing steel gate, grating and grills in two leaves (5 ft each) made of angles, tees square bars flats or black pipe with holdfast, heavy duty hinges, tower bolts and locking arrangement complete. Rate including cutting and welding, fabrication, applying a primer coat of red oxide and two coat of synthetic enamel paint (yellow and green) including fixing at site. As per design enclosed weight 80-90 kg.Size length 10 feet |
| 126 | NON BSRProviding and fixing sign board at site in jorbeer block. Specifications : Angle size 40 mm x 40 mm x 5mm MS Sheet 18 gauge or 1.25mm thickness. Size of sign board panel to be 3 ft x 2 ft, mounted on iron posts of total height 8 ft with 6 inch T welded at bottom for anchoring. Board to be painted yellow with site details written in green enamel paint. Post to be fixed 45 cm deep in ground with random rubble masonry/CC work. weight approx 35-40 kg |
| 127 | NON BSRProviding and installation of semi-deep/ordinary new hand pump on water storage tank including pipes, bend, accessories and all plumbing/labour charges complete. |
| 128 | Total 28000 |
| 129 | Grand Total A+B+C+D 178000 |
| 130 | SP Jorbeer, N, Block No. 6 Gadhwala(A) Construction of Gate Pillar's |
| 131 | (PWD BSR 2022) 1.6Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil (2 Pillar x 0.60. x 0.60 x 0.30)=0.216 cum |
| 132 | 3.1.6Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (2 Pillar x 0.60 x 0.60 x 0.15)=0.108 cum |
| 133 | 5.1.2Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand)(2 Pillar x 0.60. x 0.60 x 0.60)=0.432 cum |
| 134 | 5.2.2Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) (2 Pillar x 0.60. x 0.60 x 1.35)=0.972 cum |
| 135 | 12.2.2Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :20mm thick 2 Pillar x 4 x 0.60 x 1.80 = 8.640 sqm2 pillar x 0.60 x 0.60 = 0.720 sqm |
| 136 | 12.36Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding. As per plaster |
| 137 | NON BSRWork Name and site name paint on both pillars as per site incharge |
| 138 | Total (A) 10000 |
| 139 | (B) Construction of Water storage Tank |
| 140 | PWD BSR 2022 B/1.1Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : (2 x 2) = 4 Sqm |
| 141 | B/1.8Earth work in excavation by mechanical means (HydraulicExcavator )/ manual means 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils ( 2 x 2 x 2 ) = 8 CUM |
| 142 | B/3.1.5Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregateINSIDE- (2 X 2 X 0.15) = 0.60 CUM |
| 143 | B/5.1.1.Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks.Cement mortar 1 : 4 (1 cement : 4 coarse sand)(4 wall x 2 L x 3.60H x 0.23 B ) = 6.62 Cum |
| 144 | B/10.16Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4, with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of Engineer In Charge.On Top- (2 x 2) = 4 SqmDeduction Door- (0.60 x 0.60) = 0.36 SqmTotal- 4-0.36=3.64 Sqm |
| 145 | B/10.17.1Grading roof for water proofing treatment with water proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size)On Top- (2 x 2 x 0.05) = 0.2 CumDed. Door- (0.60 x 0.60 x 0.05) = 0.018 CumTotal =0.20- 0.018 =0.182cum |
| 146 | B/11.5Cement plaster in skirting and/dado 18 mm thick with cement mortar 1:3 (1 cement : 3 course sand) finished with a floating coat of neat cement including rounding of junctions with floor(2 X2 ) = 4 Sqm |
| 147 | B/12.1.2Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :20 mm thickInside- (4 SIDE x 2 L X3.60H ) = 28.80 SqmOut side- (4 SIDE X 2L X 1H) = 8 Sqm Total- 36.8 Sqm |
| 148 | PWD BSR 2022 material 870830 mm thick factory madeglass fiber reinforced plastic panel door hutter i/c carriage. |
| 149 | Construction of Paytan around water storage tank |
| 150 | PWD BSR 2022 1.1Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : (6.80 x 6.80)-(2x2) = 42.24 Sqm |
| 151 | B/3.1.3Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement: 2 coarse sand : 4graded stone aggregate with broom finish 42.24 SQM X 0.15 H = 6.33 CUM |
| 152 | 5.2.2Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1: 6 (1 cement : 6 coarse sand) 0.50 x 26.00 x 0.23)=2.99 cum |
| 153 | 12.2.2Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :20mm thick bothside- 2 sides x 26 x 0.15 = 7.80 sqm top - 26 x 0.23 = 5.98 sqm (Total= 7.80 + 5.98 = 13.78) |
| 154 | NON BSRConstruction Detail & Name Paint By Enmal Paint including labour. As per site incharge directions paint size 2 x 2 = 4sqft |
| 155 | Total (B) 10000 |
| 156 | (c) Construction of Cattle Guard Hut (Jhopa) |
| 157 | B/1.8Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils 10 L x 0.3 B x 0.45 H = 1.35 Cum |
| 158 | B/3.1.7Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size).10 L x 0.6 B x 0.10 H = 0.60Cum |
| 159 | B/5.1.2Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricksCement mortar 1 : 6 (1 cement : 6 coarse sand)10 L x 0.3B x 0.35 H = 1.05 Cum |
| 160 | B/5.2.2Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) 10 L x 0.23 B x 1.65H = 3.795 CumDeduction-Door- 1x0.90x1.60x0.23 = 0 .331 CumWindow- 1x0.6 x0.60x0.23 = 0 .082 CumTotal- 3.795 - 0.413 = 3.382 Cum |
| 161 | B/12.3.2Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. 10 L x 1.65H = 16.5 SQMDeduction-Door- 1x0.90x1.60x = 1.44 SQMWindow- 1x0.6 x0.60x = 0.36 SQMTotal- 16.5 - 1.80 = 14.7 SQM TWO SIDE WALL 14.7X 2 =29.4 SQM |
| 162 | B/9.5Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Door- 1x 0.90 x 1.80 Window-0.60 x 0.60 |
| 163 | B/5.1.3Brick work masonary with F.P.S. bricks of class designation 75 in foundation and plinth with bricks mud mortar ( laying of bricks in floor of cattle guard hut ) |
| 164 | B/12.36Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding. As per plaster Sand color. On plaster area. |
| 165 | NON BSRConstruction Detail & Name Paint By Enmal Paint including labour. As per site incharge directions paint size 2 x 2 = 4sqft |
| 166 | Total 40000 |
| 167 | (D) Installation of Gate, Sign board & Handpump |
| 168 | NON BSRProviding and fixing steel gate, grating and grills in two leaves (5 ft each) made of angles, tees square bars flats or black pipe with holdfast, heavy duty hinges, tower bolts and locking arrangement complete. Rate including cutting and welding, fabrication, applying a primer coat of red oxide and two coat of synthetic enamel paint (yellow and green) including fixing at site. As per design enclosed weight 80-90 kg.Size length 10 feet |
| 169 | NON BSRProviding and fixing sign board at site in jorbeer block. Specifications : Angle size 40 mm x 40 mm x 5mm MS Sheet 18 gauge or 1.25mm thickness. Size of sign board panel to be 3 ft x 2 ft, mounted on iron posts of total height 8 ft with 6 inch T welded at bottom for anchoring. Board to be painted yellow with site details written in green enamel paint. Post to be fixed 45 cm deep in ground with random rubble masonry/CC work. weight approx 35-40 kg |
| 170 | NON BSRProviding and installation of semi-deep/ordinary new hand pump on water storage tank including pipes, bend, accessories and all plumbing/labour charges complete. |
| 171 | Total 28000 |
| 172 | Grand Total A+B+C+D 178000 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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