Bhubaneswar Development Authority Tender
Search from a pool of business opportunities related to Odisha tenders on the online platform of BidAssist. Be it an Odisha PWD tender or a civil aviation tender, one can find every tender Odisha government, as well as PSUs and other organizations, post online. Every tender, active or achieved, is sourced from the eProcurement Odisha website and thus carries full credibility.
Bhubaneswar Development Authority - BDA Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date24 Jan 2023
Closing Date7 Feb 2023
Tender Amount₹ 1,31,70,395
Costs
EMD
₹ 1,31,704Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_BDABU_85546_2Bid Award Id
ViewTender No
Bid Identification No.57, Dated-20/01/2023Tender Authority
Bhubaneswar Development Authority ViewPurchaser Address
-Website
http://https://www.bda.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Manufacturing, supplyiing and installation of M-30 grade pre-cast Kerab Stone of size 400 x 300 x 150mm as per approved drawing and design etc. all complete as required for the work and direction of Engineer in charge.
278
-
230
Providing and laying 60mm thick inter locking paver blocks of approved shade, design having minimum compressive strength 35 N/mm² over a layer of 100mm thick compacted sand laid over sub base and compacted with vibrator including cost, conveyance, royalty of all materials complete and as per direction of Engineer-in-charge.
180
-
796.7
Providing & laying cement concrete of prop. (1:2:4) using 12mm to 20 mm nominal size down graded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
3.76
-
5883.2
R.C.C. work of M-20 having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer-in-charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per direction of Engineer-in-charge (but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.
-
-
-
Column Base
2.45
-
4815.1
Column and Beam
0.74
-
10728.4
Brick work with Fly Ash Brick( 25 x 12 x 8 cm) in cement mortar ( 1:6) in F & P with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% (free from cracks, well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.
3.05
-
4184.8
Supplying all materials, fitting and fixing of M.S. square pipe grills / Trellies by using different pipe sections with specific design and drawing available in the estimate incluidng cost, conveyance of all materials, cost of all labour, T&P etc. all complete and direction of Engineer in charge.
-
-
-
Arch shape M.S. pipe of 50 x 50 x 3.6mm (top & Bottom)
159.01
-
151.85
Entry Gate of 60mm x 60mm x 4 mm all round frames horizontal and vertical 40mm x 40mm x 4mm and flat 40mm x 4mm (for 3 gates)
976.58
-
151.85
Painting Two coats of synthetic enamel paint over iron surface over a coat of primer of approved quality, sand papering, polishing the surface including cost, conveyance of all materials cost of all labour, T&P etc. as required for the work complete as per direction of Engineer in charge. (Paints and primer will be supplied by the contractor)
163.22
-
199.9
Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over even surface of brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
65.25
-
141.6
Providing & applying Two coat weather coat (Outside) paint of approved make and shade an even finished surface over a coat of oil bound primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.
75.11
-
139.4
GRASS JOINT PAVER PATHWAY
Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.
25.8
-
219.78
Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
17.7
-
4178.1
Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
17.7
-
336.3
Manufacturing, supplyiing and installation of M-30 grade pre-cast Kerab Stone of size 400 x 300 x 150mm as per approved drawing and design etc. all complete as required for the work and direction of Engineer in charge.
400
-
230
Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over even surface of brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
36
-
141.6
Supply, fitting and fixing of Kota Stone in floors treades or steps and landing over 25mm thick bed of C.M. 1:1 (1 cement : 1 sand) jointed with neat cement slurry mixed with pigment to match the shades on the tiles etc. complete including cost of all materials, labour etc. all complete as required for the work and direction of Engineer-in-charge.
129
-
1069.8
Providing & laying cement concrete of prop. (1:2:4) using 12mm to 20 mm nominal size downgraded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
2.25
-
5883.2
Providing & applying Two coat weather coat (Outside) paint of approved make and shade an even finished surface over a coat of oil bound primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.
36
-
139.4
Supplying and laying of 250mm dia RCC NP2 Hume pipe in position with collar jointed with cm (1:3) complete and required level, with cost, conveyance, royalties of all materials and cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge
5
-
708.1
Supplying and laying inn position RCC Spun pipes with collar jointed with cement mortar (1:3) complete excluding cost of spun pipes and collars of NP2 pipes (As per SR 2014) and required level and cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge
5
-
14.62
INTERNAL PATHWAY
Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.
98.4
-
219.78
Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
32.8
-
4178.1
Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
133.44
-
336.3
Manufacturing, supplyiing and installation of M-30 grade pre-cast Kerab Stone of size 400 x 300 x 150mm as per approved drawing and design etc. all complete as required for the work and direction of Engineer in charge.
2733
-
230
Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over even surface of brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
492
-
141.6
Providing and laying 60mm thick inter locking paver blocks of approved shade, design having minimum compressive strength 35 N/mm² over a layer of 100mm thick compacted sand laid over sub base and compacted with vibrator including cost, conveyance, royalty of all materials complete and as per direction of Engineer-in-charge.
978.52
-
796.7
Providing & laying cement concrete of prop. (1:2:4) using 12mm to 20 mm nominal size down graded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
30.75
-
5883.2
Providing & applying Two coat weather coat (Outside) paint of approved make and shade an even finished surface over a coat of oil bound primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.
492
-
139.4
Supplying of 250mm dia RCC NP2 Hume pipe in position and required level, with cost, conveyance, royalties of all materials and cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge
36
-
708.1
Laying and fixing in position RCC spun pipes with collar jointed with cm (1:3) complete excluding cost of spun pipes and collars of NP-2 pipes (As per SR 2014 other miscellaneous items vide Sl No. 20 (C) etc. complete and direction of Engineer in charge.
36
-
14.62
BRIDGE LIKE STRUCTURE
Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.
3.75
-
219.78
Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
0.75
-
4178.1
Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
1.05
-
336.3
R.C.C. work of M-20 having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer-in-charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per direction of Engineer-in-charge (but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.
-
-
-
Column Base
1.2
-
4815.1
Column
1.01
-
10728.5
Slab
2.16
-
9055.4
Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)
4.37
-
9120.1
Providing 6mm thick cement plaster in cement mortar of proportion (1:4) over uneven surface of RCC work finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
3.3
-
134.1
Supply, fitting and fixing of Kota Stone in floors treades or steps and landing over 25mm thick bed of C.M. 1:1 (1 cement : 1 sand) jointed with neat cement slurry mixed with pigment to match the shades on the tiles etc. complete including cost of all materials, labour etc. all complete as required for the work and direction of Engineer-in-charge.
10.8
-
1069.8
Providing & laying cement concrete of prop. (1:2:4) using 12mm to 20 mm nominal size downgraded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
2.25
-
5883.2
Providing & applying Two coat weather coat (Outside) paint of approved make and shade an even finished surface over a coat of oil bound primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.
2.7
-
139.4
Supplying all materials, fitting and fixing of M.S. square pipe grills by using different pipe sections with specific design and drawing available in the estimate incluidng cost, conveyance of all materials, cost of all labour, T&P etc. all complete and direction of Engineer in charge.
-
-
-
80mm x 80mm x 4 mm M.S. Pipe vertical 80mm x 80mm x 4mm shape M.S. pipe of 50 x 50 x 3.6mm and M.S. Pipe vertical / struts of railing M.S. Pipe in 40mm x 40 x 4mm
280.13
-
151.85
Painting Two coats of synthetic enamel paint over iron surface over a coat of primer of approved quality, sand papering, polishing the surface including cost, conveyance of all materials cost of all labour, T&P etc. as required for the work complete as per direction of Engineer in charge. (Paints and primer will be supplied by the contractor)
10.61
-
199.9
RAPUNZEL TOWER
Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as
15.7
-
219.78
Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
17.48
-
336.3
Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
1.26
-
4178.1
Brick work with Fly Ash Brick( 25 x 12 x 8 cm) in cement mortar ( 1:6) in F & P with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% (free from cracks, well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.
0.51
-
4184.8
Providing & laying cement concrete of prop. (1:2:4) using 12mm to 20 mm nominal size down graded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
0.59
-
5883.2
Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over even surface of brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
4.66
-
141.6
R.C.C. work of M-20 having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer-in-charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per direction of Engineer-in-charge (but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.
-
-
-
Column Base
5.02
-
4815.1
Column and Beam
8.75
-
10728.4
Slab
17.69
-
9055.4
Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)
31.46
-
9120.1
Providing 6mm thick cement plaster in cement mortar of proportion (1:4) over uneven surface of RCC work finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
54.34
-
159.6
Supplying all materials, fitting and fixing of M.S. square pipe grills by using different pipe sections with specific design and drawing available in the estimate incluidng cost, conveyance of all materials, cost of all labour, T&P etc. all complete and direction of Engineer in charge.
-
-
-
Arch shape M.S. pipe of 50 x 50 x 3.6mm (top & Bottom)
580.5
-
151.85
Painting Two coats of synthetic enamel paint over iron surface over a coat of primer of approved quality, sand papering, polishing the surface including cost, conveyance of all materials cost of all labour, T&P etc. as required for the work complete as per direction of Engineer in charge. (Paints and primer will be supplied by the contractor)
23.4
-
199.9
Providing 20mm thick cement plaster in cement mortar of proportion (1:4) over brick work with punning for skirting finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
3.51
-
223
Providing & applying Two coat weather coat (Outside) paint of approved make and shade an even finished surface over a coat of oil bound primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.
57.85
-
139.4
WATER COOLER WITH PLATFORM
Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as
2.62
-
219.78
Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
0.82
-
336.3
Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
0.82
-
4178.1
Brick work with Fly Ash Brick( 25 x 12 x 8 cm) in cement mortar ( 1:6) in F & P with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% (free from cracks, well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.
2.44
-
4184.8
Providing & laying cement concrete of prop. (1:2:4) using 12mm to 20 mm nominal size down graded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
0.59
-
5883.2
Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over even surface of brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
8.47
-
141.6
Supply, fitting and fixing of Black Granite of 20mm thick tiles in floors treades or steps and landing over 25mm thick bed of C.M. 1:1 (1 cement : 1 sand) jointed with neat cement slurry mixed with pigment to match the shades on the tiles etc. complete including cost of all materials, labour etc. all complete as required for the work and direction of Engineer-in-charge.
7.44
-
2284.4
Laying 60mm thick inter locking paver blocks of approved shade, design having minimum compressive strength 35 N/mm² over a layer of 100mm thick compacted sand laid over sub base and compacted with vibrator including cost, conveyance, royalty of all materials complete and as per direction of Engineer-in-charge.
18.29
-
796.7
Supplying, fitting and fixing of signboard made of stainless steel of 304 grade in using 73 mm OD of 2.1mm thick circular pipe, 33mm OD of 1.65 mm thick circular pipe and 3.9mm thick S.S. sheet as per drawing and approved design and specification buffing, polishing etc. with cost, conveyance of all materials,, labour and T&P etc. required for the work complete in all respect and direction of Engineer-in-charge.
171.4
-
335.1
Supplying all materials, labour and T&P and laing in trenches unplasticized PVC pipes conforming to ASTM 1785 (Schedule-80) of the following nominal diameter with fittings including testing as per specification and direction of Engineer-in-charge.
-
-
-
25 mm dia PVC pipe (Sch-80) of Oriplast Make.
15
-
201.7
15mm dia PVC pipe (Sche-80) of Oriplast Make.
10
-
166.5
25mm dia Bend of Oriplast Make.
8
-
366.6
15mm dia Bend of Oriplast Make.
2
-
84.6
15 mm dia Sockete of Oriplast Make.
2
-
24.8
25 mm dia Socket of Oriplast Make.
2
-
79.8
15 mm dia PVC TEE of Oriplast Make.
1
-
48.7
Supply and fixing of 1000 ltr. capacity Rotational moulded Polyethylene cylindrical vertical water storage tanks (3 layer white in colour Tank) conforming to IS:12701-1996 in 1st floor over a staging of 60 cm with required Fly ash brick work, RCC beam and slab as per drawing and specification including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jam nuts, fixding Ball Valve etc. including hoisting up to a height of 5 meters above ground level and placing the tank to the required position etc. all complte as per specification and direction of Engineer-in-charge.
1
-
12578.9
Supplying all materials, labour, T&P, fitting and fixing of brass screw down stop cocks / G.M. Full Way Valves of the following size as per P.H. specification and duly approved by Engineer-in-charge etc. complete with requisite testing as directed.
-
-
-
15 mm dia Ball Valve of Oriplast Make
1
-
267.6
25 mm dia Ball Valve of Oriplast Make
1
-
437
Supplying all materials, labour, T&P, fitting and fixing UPVC SWR pipes & fittings of approved make confirming to IS-13592, both below and above ground level / floor and on walls including supply of bobbins, nails, screws, wooden cleats, pipe clips as per requirement, including earth work in excavation and fitting, including cuting walls and floor and making good the damages with cement concrete (1:2:4) with hard granite chips, incluidng scaffolding wherever necessary all complete as per the direction of the Engineer-in-charge.
-
-
-
110 mm dia pipe
30
-
300.8
110 mm dia Coupler
6
-
302.9
110 mm dia Single Tee with door
4
-
198.3
110 mm dia Single Tee without door
4
-
369
110 mm dia Bend
3
-
231.5
Supplying all materials, labour and T&P for construction of 1.20 mtr. dia x 2.55 mtr. Deep Soak-Way Pit with dry Brick walling up to 1.10 mtr. height and brick work with C.M. (1:6) for 0.45 mtr. height of wall at top, C.P. (1:3) inside and outside, inside filled with dry brick khoa of 50mm to 100mm size to a height of 2.00 mtr from bottom, covered by means of 40mm thick RCC perforated slab, 50mm thick RCC well cover in pices fitted with iron rings including earthwork in excavation and refilling of cavity around the pit etc, all complete as per approved design, drawing and specification and as per instruction of the EIC including cost, conveyance of all materials to site complete and as per the direction of Engineer-in-charge
1
-
13506
Supplying, fitting and installing of BLUE STAR WATER COOLER with INBUILT UV purifier (Model: SWCSDLX6080UVE) as per manufacturers specification and direction of Engineer in charge. (Make: Blue StarLtd.)
1
-
64135.59
Supplying all materials, labour and T&P for construction of over head platform for water storage tank including earthwork in all kinds of soil, sand filling, C.C. (1:4:8), F.A. brick work in C.M. (1:6), C.C. (1:2:4), 12mm thick C.P. in C.M. (1:6) and in column work RCC M-20 for Column base and Column & Beam, M. S. reinforcement and 1000 ltr. capacity PVC water storage tank (Sintex) in 03 layer white Syntex etc, all complete as per approved design, drawing and specification and as per instruction of the EIC including cost, conveyance of all materials to site complete and as per the direction of Engineer-in-charge
1
-
37283.62
AMPHITHEATER
Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as
40.15
-
219.78
Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
6.18
-
336.3
Re-filling foundation trenches and plinth with excavated earth/materials including laying the earth in layers, ramming and watering well with initial leads and lifts T&P etc. complete as directed by the Engineer-in-charge.
47.13
-
122.1
Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
9.11
-
4178.1
Brick work with Fly Ash Brick( 25 x 12 x 8 cm) in cement mortar ( 1:6) in F & P with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% (free from cracks, well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.
-
-
-
Foundatin & Plinth
29.29
-
4184.8
Super Structure
25.35
-
4223.09
Providing 16mm thick cement plaster in cement mortar of proportion (1:6) over brick work with punning for skirting finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
66.82
-
203.15
Providing & laying cement concrete of prop. (1:2:4) using 12mm to 20 mm nominal size downgraded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
4.26
-
5883.2
Fixing of tiles in floors treads or steps and landing on 25mm thick bed of C.M. 1:1 (1 cement : 1 sand) and filling joints with neat cement slurry mixed with pigment to match the shades of the tiles including cost, conveyance, taxes of all labour and all materials etc. complete as required for the work and direction of Engineer-in-charge.
-
-
-
Black Granite tiles iin top of sitting bench (20mm thick)
68.3
-
2284.4
Providing & applying Two coat weather coat (Outside) paint of approved make and shade an even finished surface over a coat of oil bound primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.
66.82
-
139.4
CHILDREN MUSICAL EQUIPMENT AREA
Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as
7.68
-
219.78
Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
9.5
-
336.3
Re-filling foundation trenches and plinth with excavated earth/materials including laying the earth in layers, ramming and watering well with initial leads and lifts T&P etc. complete as directed by the Engineer-in-charge.
2.56
-
122.1
Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
1.92
-
4178.1
Manufacturing, supplyiing and installation of M-30 grade pre-cast Kerab Stone of size 400 x 300 x 150mm as per approved drawing and design etc. all complete as required for the work and direction of Engineer in charge.
160
-
230
Providing and laying 60mm thick inter locking paver blocks of approved shade, design having minimum compressive strength 35 N/mm² over a layer of 100mm thick compacted sand laid over sub base and compacted with vibrator including cost, conveyance, royalty of all materials complete and as per direction of Engineer-in-charge.
25.25
-
796.7
Providing 16mm thick cement plaster in cement mortar of proportion (1:6) over roof slab finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
38.4
-
203.15
Providing & laying cement concrete of prop. (1:2:4) using 12mm to 20 mm nominal size downgraded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
2.4
-
5883.2
Providing & applying Two coat weather coat (Outside) paint of approved make and shade an even finished surface over a coat of oil bound primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.
38.4
-
139.4
Supplying, fitting and fixing of different Children Musical equipments as per manufacturers specification and direction of Engineer in charge.
-
-
-
Musical Drums
1
-
46800
Musical Pannel
1
-
57600
Musical Poles
1
-
94800
Musical Play Panel
1
-
33600
Musical Drum Sets
1
-
93600
CHILDREN PLAY AREA
Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as
23.04
-
219.78
Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
39.51
-
336.3
Re-filling foundation trenches and plinth with excavated earth/materials including laying the earth in layers, ramming and watering well with initial leads and lifts T&P etc. complete as directed by the Engineer-in-charge.
7.68
-
122.1
Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
5.76
-
4178.1
Brick work with Fly Ash Brick( 25 x 12 x 8 cm) in cement mortar ( 1:6) in F & P with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% (free from cracks, well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.
16.2
-
4184.8
Providing 16mm thick cement plaster in cement mortar of proportion (1:6) over brick work with punning for skirting finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
115.2
-
203.15
Providing & laying cement concrete of prop. (1:2:4) using 12mm to 20 mm nominal size downgraded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
2.88
-
5883.2
Providing & applying Two coat weather coat (Outside) paint of approved make and shade an even finished surface over a coat of oil bound primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.
115.2
-
139.4
Supply, fitting and fixing of fitness equipment as per manufacturers specification and should be approved by Engineer in charge.
-
-
-
Multi Purpose Play Station FMPU-06
1
-
365000
Tunnel Slide
1
-
145000
Twisted Scrambler
1
-
85000
Roto Spiral Tunnel Slide
1
-
195000
Super Dome
1
-
48000
Standing Rocker
1
-
29900
LILLY POND
Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as
76.92
-
219.78
Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
12.12
-
336.3
Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
7.2
-
4178.1
Brick work with Fly Ash Brick( 25 x 12 x 8 cm) in cement mortar ( 1:6) in F & P with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% (free from cracks, well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.
3.33
-
4184.8
Providing & laying cement concrete of prop. (1:2:4) using 12mm to 20 mm nominal size downgraded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
0.59
-
5883.2
Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over even surface of brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
4.66
-
141.6
R.C.C. work of M-20 having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer-in-charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per direction of Engineer-in-charge (but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.
-
-
-
Column Base
14.4
-
4815.1
RCC wall
5.12
-
10728.4
Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)
19.52
-
9120.1
Providing 6mm thick cement plaster in cement mortar of proportion (1:4) over uneven surface of RCC work finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
107.2
-
159.6
Fixing of tiles in floors treads or steps and landing on 25mm thick bed of C.M. 1:1 (1 cement : 1 sand) and filling joints with neat cement slurry mixed with pigment to match the shades of the tiles including cost, conveyance, taxes of all labour and all materials etc. complete as required for the work and direction of Engineer-in-charge.
-
-
-
Black Granite tiles iin top of sitting bench (20mm thick)
6.4
-
2284.4
Vetrified Floor Tile
72
-
935.4
Supply, fitting and fixing of Tiles / Marbles in dados skirting and risers over 12mm thick bed of C.P. 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shades on the tiles etc. complete including cost of all materials, labour etc. all complete as required for the work and direction of Engineer-in-charge.
25.6
-
750.8
Providing and laying 60mm thick inter locking paver blocks of approved shade, design having minimum compressive strength 35 N/mm² over a layer of 100mm thick compacted sand laid over sub base and compacted with vibrator including cost, conveyance, royalty of all materials complete and as per direction of Engineer-in-charge.
49.24
-
796.7
COMPOUND WALL WITH GATE
Dismantling and removing old doors, windows and ventilators including removal of frame, hinges, fastening and stacking the useful materials for reuse and removing the debris within 50m lead etc. complete and direction of Engineer in charge.
121.5
-
332.5
Dismantling and removing brick masonry in C.M. under 3m height and stacking the useful materials for reuse and removing the debris within 50m lead etc. complete and direction of Engineer in charge.
124.5
-
649.2
Dismantling and removing old C.P. from walls incluiding racking out joints with 12mm and stacking the useful materials for reuse and removing the debris within 50m lead etc. complete and direction of Engineer in charge.
369
-
41.6
Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as
6.6
-
219.78
Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
0.98
-
336.3
Re-filling foundation trenches and plinth with excavated earth/materials including laying the earth in layers, ramming and watering well with initial leads and lifts T&P etc. complete as directed by the Engineer-in-charge.
2.2
-
122.1
Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
0.98
-
4178.1
Brick work with Fly Ash Brick( 25 x 12 x 8 cm) in cement mortar ( 1:6) with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% (free from cracks, well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.
-
-
-
Foundatin & Plinth
47.61
-
4184.8
Super Structure
17.21
-
4223.09
R.C.C. work of M-20 having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer-in-charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per direction of Engineer-in-charge (but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.
-
-
-
Column Footing
1.46
-
4815.1
Column
3.04
-
10728.4
Plinth Bend / Tie Beam at Plinth Level
18.45
-
5175.9
Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)
18.36
-
9120.1
Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over even surface of brick masonry work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
231.34
-
141.6
Providing 16mm thick cement plaster in cement mortar of proportion (1:6) over brick work with punning for skirting finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
451
-
203.15
Providing & applying Two coat weather coat (Outside) paint of approved make and shade an even finished surface over a coat of oil bound primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.
797.76
-
139.4
Supplying all materials, fitting and fixing of M.S. square pipe grills/ Trillers by using different pipe sections with specific design and drawing available in the estimate incluidng cost, conveyance of all materials, cost of all labour, T&P etc. all complete and direction of Engineer in charge.
-
-
-
Vertical 25mm x 25mm x 2.6mm with Horizontal and arrows etc. complete.
8704
-
151.85
Providing and painting two coats of synthetic enamel paint on new / old iron works as per approved shade conforming to ISI marks in all floors at all height of approved quality over a coat of red oxide primer, sand papering, polishing the surface including cost, conveyance, taxes of all materials cost of all labour, T&P etc. as required for the work complete as per direction of Engineer in charge. (Paints & primer will be supplied by the contractor)
480.08
-
199.9
Providing & laying cement concrete of prop. (1:2:4) using 12mm to 20 mm nominal size down graded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
17.73
-
5883.2
TOILET
Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.
13.2
-
219.78
Re-filling foundation trenches and plinth with excavated earth/materials including laying the earth in layers, ramming and watering well with initial leads and lifts T&P etc. complete as directed by the Engineer-in-charge.
4.4
-
122.1
Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
5.3
-
336.3
Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
2.99
-
4178.1
Brick work with Flyash bricks of size 25 x 12 x 8 having crossing strength not less than 75Kg/Cm² in cement mortar (1:6) with best quality bricks includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty labour, T&P etc. and as per direction of Engineer in charge.
-
-
-
Foundatin & Plinth
8.04
-
4184.8
Super Structure
11.97
-
4223.1
Brick work with Flyash bricks of size 25 x 12 x 8 having crossing strength not less than 75Kg/Cm² in cement mortar (1:4) in F & Pwith best quality bricks includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty labour, T&P etc. and as per direction of Engineer in charge.
2.42
-
4386.3
R.C.C. work of M-20 having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer-in-charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per direction of Engineer-in-charge (but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.
-
-
-
Plinth Bend
1.09
-
5157.9
Lintel
0.59
-
8411
Chajja
2.88
-
786.4
Roof Beam
1.04
-
10728.4
Slab
4.05
-
9055.4
Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)
6.97
-
9120.1
Providing 2.5cm thick grading plaster in C.C. (1:2:2) laid in proper slope over roof slab by using two part of sand, one part of cement and two parts of 6mm size black hard crusher broken granite chips with addition of water proofing compound of approved quality to be mixed with specified ratio including watering, curing, cost, conveyance, royalties, taxes of all materials, cost of all labour, T&P etc. complete as required for the finished item of work as directed by the Engineer-in-charge.
32.38
-
304.4
Providing 20mm thick cement plaster in cement mortar of proportion (1:4) over even surface of brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
33.05
-
223
Fixing of tiles in floors treads or steps and landing on 25mm thick bed of C.M. 1:1 (1 cement : 1 sand) and filling joints with neat cement slurry mixed with pigment to match the shades of the tiles including cost, conveyance, taxes of all labour and all materials etc. complete as required for the work and direction of Engineer-in-charge.
17.15
-
764.4
Supply, fitting and fixing of Tiles / Marbles in dados skirting and risers over 12mm thick bed of C.P. 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shades on the tiles etc. complete including cost of all materials, labour etc. all complete as required for the work and direction of Engineer-in-charge.
-
-
-
Glazed Wall Tile (20cm x 30cm / 20cm x 20cm)
85.66
-
750.8
Providing 16mm thick cement plaster in cement mortar of proportion (1:6) over even surface of brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
57.38
-
203.15
Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over even surface of brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
93.69
-
141.6
Providing 6mm thick cement plaster in cement mortar of proportion (1:4) over uneven surface of RCC work finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
35.31
-
159.6
Providing & applying Two coat weather coat (Outside) paint of approved make and shade an even finished surface over a coat of oil bound primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.
60.21
-
139.4
Providing & applying Two coat of distempering to inside wall of approved make and shade an even finished surface over a coat of cement wash at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.
45.64
-
82.7
Supplying, fitting and fixing S.S. door Frame of required size with single leaf rigid S.S. Door shutter of required thickness and the door shutters tested as per specification and direction of the Engineer-in-charge.
-
-
-
Toilet Door
3
-
20000
Entry Door
3
-
25000
Providing, fitting and fixing of M.S. ventilator of approved design and specification including cost of all labour, T&P, hire charges of drilling machine, labour charges etc. as required for the work and direction of Engineer in charge.
26.15
-
61.61
Painting Two coats of synthetic enamel paint over iron surface over a coat of primer of approved quality, sand papering, polishing the surface including cost, conveyance of all materials cost of all labour, T&P etc. as required for the work complete as per direction of Engineer in charge. (Paints and primer will be supplied by the contractor).
1.3
-
199.9
Supplying all materials, labour, T&P, fitting and fixing of Following P.H. fittings of standard make duly approved by Engineer-in-charge etc. complete with requisite testing as directed.
-
-
-
Fixing of Bowl Pattern Urinal with all complete
2
-
1437.3
15mm dia C. P. Urinal Spreader
2
-
621.9
Fixing of grazed earthen ware wquatting plate Urinal with all complete
1
-
2424.7
Foot Rest for squatting Pan Urinal
1
-
252.5
Providing and installing vitreous China Wash Basin with all fittings
4
-
1659.7
Fixing pillar taps
4
-
694.3
Fixing of PVC Waste pipe etc. complete as per specification
6
-
123.4
Fixing of PVC Inlet pipe / Connection pipe.
9
-
100.1
32mm dia Brass Waste
4
-
292.1
Fixing of 600mm x 450mm dia Bevelled Edge Mirror of superior Glass mounted on 6mm thick
4
-
793.5
Fixing of Glass Shelf
4
-
609.9
Fixing of C. P. BrassTowel Rail
4
-
831.9
Cutting holes through the brick wall for taking pipes and mending good to the damages as P.H. specifications.
4
-
193.4
Providing and fixing of 15mm dia C. P. Bib cock Long Body.
4
-
756.7
15mm dia C. P. Flange
8
-
77.4
15mm dia C. P. extension piece - 25mm long
8
-
99.3
Providing and fixing of 15mm dia C. P. concealed Stop Cock.
3
-
858.9
Providing and fixing of 15mm dia C. P. Angular Stop Cock.
6
-
716
White Vitreous China EWC pattrn with 'S' Trap
2
-
2075
Fixing of Plastic Seat and Cover for wash down water closet with chromium plated brass hingeasand rubber buffers all complete as per specification and direction of Engineer in charge.
2
-
508.2
Providing and fixing of PVC low level flushing cistern with manually controlled device (Handle level) confirming to IS:7231 with all fitting to IS:7231 with all complete. Make-Hindware.
2
-
1252
Supplying all materials, labour, T&P, fitting and fixing UPVC SWR pipes & fittings of approved make confirming to IS-13592, both below and above ground level / floor and on walls including supply of bobbins, nails, screws, wooden cleats, pipe clips as per requirement, including earth work in excavation and fitting, including cuting walls and floor and making good the damages with cement concrete (1:2:4) with hard granite chips, incluidng scaffolding wherever necessary all complete as per the direction of the Engineer-in-charge.
-
-
-
110mm dia Pipe
15
-
301.9
110mm dia Coupler
4
-
302.9
110mm dia Single Tee with Door
2
-
227
110mm dia Single Tee without Door
1
-
227
110mm dia Bend
2
-
535.7
Supplying all materials, labour and T&P unplasticized PVC pipesof the following nominal diameter with fittings including testing as per specification and direction of Engineer-in-charge.
-
-
-
50mm dia Schedule-80 pipe
50
-
367.9
25mm dia PVC pipe of Schedule-80
25
-
163.7
15mm dia PVC pipe of Schedule-80
25
-
84.7
2" (50mm) dia PVC Socket
10
-
58.93
1" dia PVC Ball Valve of Supreme make in Hydrant points UPVC ASTM Metal Ball
4
-
341.7
2" PVC R Tee of Supreme make in all Hydrant points.
4
-
127.72
2" dia PVC Elbow of Supreme make
10
-
115.42
1" dia PVC Elbow of Supreme make
10
-
28.77
2" dia PVC Ball Valve of UPVC ASTM Metal Ball.
2
-
1573.3
Supply and fixing of 1000 ltr. capacity Rotational moulded Polyethylene cylindrical vertical water storage tanks (3 layer white Sintex Tank) conforming to IS:12701-1996 in 1st floor over a staging of 60 cm with required Fly ash brick work, RCC beam and slab as per drawing and specification including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jam nuts, fixding Ball Valve etc. including hoisting up to a height of 5 meters above ground level and placing the tank to the required position etc. all complte as per specification and direction of Engineer-in-charge.
1
-
12578.9
Supplying all materials, labour and T&P for construction of 1.20 mtr. dia x 2.55 mtr. Deep Soak-Way Pit with dry Brick walling up to 1.10 mtr. height and brick work with C.M. (1:6) for 0.45 mtr. height of wall at top, C.P. (1:3) inside and outside, inside filled with dry brick khoa of 50mm to 100mm size to a height of 2.00 mtr from bottom, covered by means of 40mm thick RCC perforated slab, 50mm thick RCC well cover in pices fitted with iron rings including earthwork in excavation and refilling of cavity around the pit etc, all complete as per approved design, drawing and specification and as per instruction of the EIC including cost, conveyance of all materials to site complete and as per the direction of Engineer-in-charge
1
-
13506
Supplying all materials, labours, T&P and constructing Septic Tank of 3.50 x 3.00 with cement concrete (1:3:6) on bed with hard granite metal size 40mm of 150mm thick and fly ash brickwork in cement mortar (1:4) in foundation and plinth, required thick RCC M20 cover, moulding and shaping the channel and benching with cement concrete (1:2:4) using 12mm size hg chips,16mm thick cement plaster in cement mortar (1:6) including centering, shuttering, providing required quantity of MS rods and binding wires for reinforcement, bending, binding, tying the grills and placing in the proper position and drawing and design and PH specification including cost, conveyance, royalty, taxes etc for all materials all complete as per the drawing, design and direction of Engineer-in-charge.
1
-
110880.99
PRODUCTION WELL
Labour for drilling a perfectly vertical bore of specified dia for a specific depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rigs or combination drilling rigs as required to suit the site condition as per the direction of engineer in charge including use of own rigs with its accessories, tools and plant and consumables etc. for lowering of 200mm dia PVC / GI / M.S. pipes for Housing fitted with socket and with or without well screen as per the necessity for soft, medium hard and boulder formation, PVC / GI casing pipes if required to prevent collapse of over burden is to be provided by the contractor including lowering and withdrawing after completion of the tube wells
100
-
880.1
Lowering the following size PVC / GI / M.S. pipe with or without slotted pipes as per the necessity from ground level up to 30 mtr. depth and fitted and fixed up in perfectly vertical position including cutting and threading pipe and slotted pipe and supplying and fixing all jointing materials, tools and plant etc. complete and keeping the top of the casing pipe threaded including plugging tube wells to prevent entry of foreign materials from above.
-
-
-
Lowering of 200mm dia PVC pipe of Schedule -80 (Oriplast)
50
-
215.6
Cleaning and developing the tube well with their own compressor continuously worked till clear and adequate discharge is obtained from tube well including supplying and use of all necessary materials and labour as per direction of Engineer in charge.
1
-
7847
Supplying 200mm dia PVC casing pipe (Medium casing) of Schedule -80 (Oriplast) as per 12818-1997 of Ori Plast Make
50
-
3177
Supplying all materials, labour and T&P and installation of 1.50 H.P. submersible pump set to run on single phase 220/240 volts with the following acessories complete as per direction of Engineer in charge.
1.5 HP submersible pump set with Duty Q = 4.00 m³/Hour and H=60 mtrs (KSB Cora C/12 = UMAI-S)
1
-
21083.31
Supply of DoL starter with volt meter, amper meter, off / on switch, motor protection device, over load relay, contractor, power indicator etc. all complete in a dust proof cabinet.
1
-
3812.73
Supply, fitting and fixing of 50mm dia HDPE pipe (10 Kg/Cm²)
55
-
119.4
Supply of 2.5 Sqmm, 3 core PVC insulated flat copper cable of 4mm² x 3 core suitable for submersible pump set of reputed company make such as Finolex / Policabe / KDR / BCH
70
-
114
Supply, fitting and fixing of Poly Propelene rope for lowering of submersible pump set.
2
-
200
Supply, fitting and fixing of M.S. Holding Split Clamp
1
-
312.5
Supply, fitting and fixing of S. S. Nipple
2
-
670
Supply, fitting and fixing of S. S. Bolts and Nuts
2
-
25
Supply, fitting and fixing of Bore Cover for 200 mm dia Pipe
1
-
357
50mm dia Oriplast Socket (ASTM-D-1785)
3
-
97.5
50mm dia Oriplast Bend (ASTM-D-1785)
2
-
412.49
50mm dia Oriplast TEE (ASTM-D-1785)
1
-
195
Labour charges for assembling and lowering of the submersible pump set to the production well along with steel rope all complete as per direction of Engineer-in-charge. (Excluding of Steel Rope)
1
-
1339
Supplying all materials, labour and T&P and constructing Circular Hydrant Point size 0.40m x 0.40m x 0.40m base including earthwork, C.C. (1:4:8) with cost of 200mm dia Ori Plast casing pipe of 0.75m height filled with C.C. (1:2:4) etc. all complete as per drawing and specification as required for the work and direction of Engineer in charge.
7
-
3099
Supplying all materials, labour and T&P and laying in trenches UPVC pipes confirming to ASTM-D-1785/04 (Schedule-80) of the following sizes and fittings including testing as per specification etc. all complete and direction of Engineer in charge.
-
-
-
50 mm dia Ori Plast Sch-80
300
-
367.9
25 mm dia Ori Plast Sch-80
10
-
163.7
15 mm dia Ori Plast Sch-80
10
-
84.7
Supplying all materials, labour, T&P, fitting and fixing of Following P.H. fittings of Ori Plast make (Schedule-80) duly approved by Engineer-in-charge etc. complete with requisite testing as directed.
-
-
-
2" dia Socket
4
-
58.93
2" dia Elbow
2
-
115.42
2" dia Nipple (Tank connecting Nipple)
2
-
153.4
2" x 2" Threaded Adopter
2
-
226.3
2" dia Bend
2
-
366.6
1" dia Socket
15
-
24.8
1" dia Elbow
7
-
37.3
1" dia Threaded adopter
7
-
29.6
1" dia Nipple 6"
7
-
44.5
1" dia Bend
7
-
84.6
1" dia TEE
7
-
48.7
2" dia Ball Valve with Handle (UPVC ASTM)
2
-
935.3
1" dia Ball Valve with Handle (UPVC ASTM)
7
-
341.7
SEATING AROUND LILLY POND
Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as
69.05
-
219.78
Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
11.51
-
336.3
Re-filling foundation trenches and plinth with excavated earth/materials including laying the earth in layers, ramming and watering well with initial leads and lifts T&P etc. complete as directed by the Engineer-in-charge.
23.02
-
122.1
Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
11.51
-
4178.1
Brick work with Fly Ash Brick( 25 x 12 x 8 cm) in cement mortar ( 1:6) in F & P with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% (free from cracks, well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.
73.37
-
4184.8
Providing 16mm thick cement plaster in cement mortar of proportion (1:6) over brick work with punning for skirting finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
212.98
-
203.15
Providing & laying cement concrete of prop. (1:2:4) using 12mm to 20 mm nominal size down graded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
6.91
-
5883.2
Fixing of tiles in floors treads or steps and landing on 25mm thick bed of C.M. 1:1 (1 cement : 1 sand) and filling joints with neat cement slurry mixed with pigment to match the shades of the tiles including cost, conveyance, taxes of all labour and all materials etc. complete as required for the work and direction of Engineer-in-charge.
-
-
-
Black Granite tiles iin top of sitting bench (20mm thick)
105.5
-
2284.4
Providing and laying 60mm thick inter locking paver blocks of approved shade, design having minimum compressive strength 35 N/mm² over a layer of 100mm thick compacted sand laid over sub base and compacted with vibrator including cost, conveyance, royalty of all materials complete and as per direction of Engineer-in-charge.
92.3
-
796.7
Providing & applying Two coat weather coat (Outside) paint of approved make and shade an even finished surface over a coat of oil bound primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.
212.98
-
139.4
MAZE
Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as
77.6
-
219.78
Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
33.28
-
336.3
Re-filling foundation trenches and plinth with excavated earth/materials including laying the earth in layers, ramming and watering well with initial leads and lifts T&P etc. complete as directed by the Engineer-in-charge.
25.87
-
122.1
Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
15.57
-
4178.1
Manufacturing, supplyiing and installation of M-30 grade pre-cast Kerab Stone of size 400 x 300 x 150mm as per approved drawing and design etc. all complete as required for the work and direction of Engineer in charge.
1231
-
230
Providing 16mm thick cement plaster in cement mortar of proportion (1:6) over brick work with punning for skirting finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
184.63
-
203.15
Providing & laying cement concrete of prop. (1:2:4) using 12mm to 20 mm nominal size down graded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
18.46
-
5883.2
Providing and laying 60mm thick inter locking paver blocks of approved shade, design having minimum compressive strength 35 N/mm² over a layer of 100mm thick compacted sand laid over sub base and compacted with vibrator including cost, conveyance, royalty of all materials complete and as per direction of Engineer-in-charge.
198.49
-
796.7
Providing & applying Two coat weather coat (Outside) paint of approved make and shade an even finished surface over a coat of oil bound primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.
184.63
-
139.4
DWARF WALL
Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as
3.36
-
219.78
Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
0.63
-
336.3
Re-filling foundation trenches and plinth with excavated earth/materials including laying the earth in layers, ramming and watering well with initial leads and lifts T&P etc. complete as directed by the Engineer-in-charge.
1.12
-
122.1
Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
0.63
-
4178.1
Brick work with Fly Ash Brick( 25 x 12 x 8 cm) in cement mortar ( 1:6) with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% (free from cracks, well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.
-
-
-
Foundatin & Plinth
1.26
-
4184.8
Super Structure
1.05
-
4223.09
Providing 16mm thick cement plaster in cement mortar of proportion (1:6) over brick work with punning for skirting finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
10.3
-
203.15
Providing & laying cement concrete of prop. (1:2:4) using 12mm to 20 mm nominal size down graded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
0.67
-
5883.2
Providing 20mm thick cement plaster in cement mortar of proportion (1:4) over brick work with punning for skirting finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
3.85
-
223
Providing & applying Two coat weather coat (Outside) paint of approved make and shade an even finished surface over a coat of oil bound primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.
142.32
-
139.4
Supplying all materials, fitting and fixing of M.S. square pipe grills / Trellies by using different pipe sections with specific design and drawing available in the estimate incluidng cost, conveyance of all materials, cost of all labour, T&P etc. all complete and direction of Engineer in charge.
-
-
-
Arch shape M.S. pipe of 50 x 15 x 4.0mm
188.9
-
151.85
Painting Two coats of synthetic enamel paint over iron surface over a coat of primer of approved quality, sand papering, polishing the surface including cost, conveyance of all materials cost of all labour, T&P etc. as required for the work complete as per direction of Engineer in charge. (Paints and primer will be supplied by the contractor)
6.24
-
199.9
CAFETERIA
Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as
15.24
-
219.78
Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
1.69
-
336.3
Re-filling foundation trenches and plinth with excavated earth/materials including laying the earth in layers, ramming and watering well with initial leads and lifts T&P etc. complete as directed by the Engineer-in-charge.
5.08
-
122.1
Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
1.69
-
4178.1
Brick work with Fly Ash Brick( 25 x 12 x 8 cm) in cement mortar ( 1:6) with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% (free from cracks, well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.
-
-
-
Foundatin & Plinth
5.96
-
4184.8
Super Structure
8.94
-
4223.09
R.C.C. work of M-20 having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer-in-charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per direction of Engineer-in-charge (but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.
-
-
-
Column Footing
2.3
-
4815.1
Column
4.56
-
10728.4
Lintel
0.16
-
8411
Roof Slab
2.79
-
9055.4
Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)
9.82
-
9120.1
Supply, fitting and fixing of Kota Stone in floors treades or steps and landing over 25mm thick bed of C.M. 1:1 (1 cement : 1 sand) jointed with neat cement slurry mixed with pigment to match the shades on the tiles etc. complete including cost of all materials, labour etc. all complete as required for the work and direction of Engineer-in-charge.
15.46
-
1069.8
Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over brick work with punning for skirting finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
82.88
-
141.6
Providing 6mm thick cement plaster in cement mortar of proportion (1:4) over uneven surface of RCC work finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
22.35
-
159.6
Providing 20mm thick cement plaster in cement mortar of proportion (1:4) over brick work with punning for skirting finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
25.11
-
223
Providing & applying Two coat weather coat (Outside) paint of approved make and shade an even finished surface over a coat of oil bound primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.
51.71
-
139.4
Providing & applying distemper two coat of approved make and shade an even finished surface over a coat of cement wash at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.
60.99
-
82.7
Providing, fitting and fixing of Aluminium Door having OEL anodized shutter section of 9202 as vertical member, 9201 as top member and 9200 as bottom and middle member and 12mm thick pre-laminated board fixed on door frame by means of tapered clip No.4660 and the frame to be completed by means of jointing angle No.1855 including cost of all labour, T&P, hire charges of drilling machine, labour charges etc. as required for the work and direction of Engineer in charge.
2.52
-
6721
Supplying, fitting and fixing up window (sliding type) made up Aluminum Section 151-154, 151-155 as windows frame section No.151-155, 151-153 and 151-167 as shutter frame with 5mm thick black glass as panel fitted with rubber bedding including lucking arrangement with all required fittings incluidng cost of materials, T&P etc. complet as required for the work and direction of Engineer in charge.
2.44
-
5729.7
RAIN SHELTER (2Nos.)
Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as
33.94
-
219.78
Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
12.5
-
336.3
Re-filling foundation trenches and plinth with excavated earth/materials including laying the earth in layers, ramming and watering well with initial leads and lifts T&P etc. complete as directed by the Engineer-in-charge.
11.2
-
122.1
Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
6.72
-
4178.1
Brick work with Fly Ash Brick( 25 x 12 x 8 cm) in cement mortar ( 1:6) in F & P with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% (free from cracks, well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.
11.9
-
4184.8
R.C.C. work of M-20 having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer-in-charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per direction of Engineer-in-charge (but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.
-
-
-
Column Footing
4.6
-
4815.1
Column
7.8
-
10728.4
Roof Slab
6.04
-
9055.4
Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)
18.46
-
9120.1
Fixing of tiles in floors treads or steps and landing on 25mm thick bed of C.M. 1:1 (1 cement : 1 sand) and filling joints with neat cement slurry mixed with pigment to match the shades of the tiles including cost, conveyance, taxes of all labour and all materials etc. complete as required for the work and direction of Engineer-in-charge.
-
-
-
Black Granite tiles (20mm thick)
57.44
-
2284.4
Providing 20mm thick cement plaster in cement mortar of proportion (1:4) over brick work with punning for skirting finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
48.4
-
223
Providing 6mm thick cement plaster in cement mortar of proportion (1:4) over uneven surface of RCC work finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
104.36
-
159.6
Providing & applying Two coat weather coat (Outside) paint of approved make and shade an even finished surface over a coat of oil bound primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.
152.76
-
139.4
SIGNAGE
Supplying and fixing of Monolith / Pylon Signage made out and supporting and braces 80mm x 80mm x 3mm stainless steel square pipe structure covered with 4mm thick aluminium composite panel as per the colour and design with MS base plate of 12mm thick. Monolith / Pylon signage Alphabet / Numerical and Printed Logo in (English & Odia) made of using super high efficiency retro reflective (Confirming to IRC-67-2012) sheeting on 4mm aluminium composite panel over which alphabets and numerals are made Digitaly printed with MCS warranty laminated using 1170c over laminated film as per colour and design etc. complete and direction of Engineer in charge.
-
-
-
Size of the Signage- 0.762 x 2.5 m
1
-
94482.84
Size of the Signage- 0.6 x 1.28 m
10
-
43952.85
Size of the Signage- 0.3 x 0.15 m
3
-
1593.92
Size of the Signage- 0.762 x 1.88 m
1
-
71063.63
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements