Directorate Of Ports And Inland Water Transport Tender
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Costs
EMD
₹ 2,00,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PIWT_90937_1Bid Award Id
ViewTender No
DPIWT-09/2023-24Tender Authority
Directorate Of Ports And Inland Water Transport ViewPurchaser Address
-Website
http://http://ct.odisha.gov.in/content/1/7
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Documents
BOQ Items
Earth work in excavation of ordinary soil within 50 m, initial lead and1.5m initial lift including rough dressing & breaking clods to maximum 5cm to 7cm laying in layers not exceeding 0.3m in depth and earth trasported by transport vehicles as per the direction of the Engineer-in-charge. Construction of C. Toilet -5.42Cum
5.42
834
153.9
Earth work in excavation of ordinary soil within 50 m, initial lead and1.5m initial lift including rough dressing & breaking clods to maximum 5cm to 7cm laying in layers not exceeding 0.3m in depth and earth trasported by transport vehicles as per the direction of the Engineer-in-charge. Construction of Water Point Shed -0.43Cum
0.43
66
153.9
Earth work in excavation of ordinary soil within 50 m, initial lead and1.5m initial lift including rough dressing & breaking clods to maximum 5cm to 7cm laying in layers not exceeding 0.3m in depth and earth trasported by transport vehicles as per the direction of the Engineer-in-charge. Septic Tank & Soakpit -20.00Cum
20
3078
153.9
Providing Single under reamed pile foundation of size 300 mm dia with R.C.C. work of M-20 grade having minimum compressive strength in work test of 200 Kg/Cm2 in 15 cm. cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 12 to 20 mm size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concrete and including cost, conveyance, royalties and taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as per direction of Engineer-in-charge (excluding cost and conveyance of M.S. rods or Tor steel and binding wires of 18 to 20 gauge and labour charges for strengthening, cutting, bending grills and placing in proper position.) Gear Shed -60.00Nos
60
368454
6140.9
Providing Single under reamed pile foundation of size 300 mm dia with R.C.C. work of M-20 grade having minimum compressive strength in work test of 200 Kg/Cm2 in 15 cm. cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 12 to 20 mm size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concrete and including cost, conveyance, royalties and taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as per direction of Engineer-in-charge (excluding cost and conveyance of M.S. rods or Tor steel and binding wires of 18 to 20 gauge and labour charges for strengthening, cutting, bending grills and placing in proper position.) Construction of O.H.T -12.00Nos
12
73690
6140.9
Providing Single under reamed pile foundation of size 300 mm dia with R.C.C. work of M-20 grade having minimum compressive strength in work test of 200 Kg/Cm2 in 15 cm. cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 12 to 20 mm size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concrete and including cost, conveyance, royalties and taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as per direction of Engineer-in-charge (excluding cost and conveyance of M.S. rods or Tor steel and binding wires of 18 to 20 gauge and labour charges for strengthening, cutting, bending grills and placing in proper position.) Construction of C. Toilet -9.00Nos
9
55268
6140.9
Cut & dress each pile head to required lines & levels etc. complete as per direction of the Engineer-in-charge.
Gear Shed -60.00Nos
60
48786
813.1
Cut & dress each pile head to required lines & levels etc. complete as per direction of the Engineer-in-charge.
Construction of O.H.T. -12.00Nos
12
9757
813.1
Cut & dress each pile head to required lines & levels etc. complete as per direction of the Engineer-in-charge.
Construction of C. Toilet -9.00Nos
9
7317
813.1
Supplying, filling in foundation and plinth with good quality of filling sand including watering and ramming, poking & compacting including cost, conveyance, royalties, of the materials, cost of all labour, labour cess, T&P etc. required for the work etc. complete as directed by the Engineer-in-Charge.
Gear Shed -103.89Cum
103.89
46449
447.1
Supplying, filling in foundation and plinth with good quality of filling sand including watering and ramming, poking & compacting including cost, conveyance, royalties, of the materials, cost of all labour, labour cess, T&P etc. required for the work etc. complete as directed by the Engineer-in-Charge.
Renovation of A.Hall, Compound wall, Pavement & New paved area -180.90Cum
180.9
80880
447.1
Supplying, filling in foundation and plinth with good quality of filling sand including watering and ramming, poking & compacting including cost, conveyance, royalties, of the materials, cost of all labour, labour cess, T&P etc. required for the work etc. complete as directed by the Engineer-in-Charge.
Construction of O.H.T. -6.00Cum
6
2682
447.1
Supplying, filling in foundation and plinth with good quality of filling sand including watering and ramming, poking & compacting including cost, conveyance, royalties, of the materials, cost of all labour, labour cess, T&P etc. required for the work etc. complete as directed by the Engineer-in-Charge.
Construction of Water Point Shed -0.60Cum
0.6
268
447.1
Supplying, filling in foundation and plinth with good quality of filling sand including watering and ramming, poking & compacting including cost, conveyance, royalties, of the materials, cost of all labour, labour cess, T&P etc. required for the work etc. complete as directed by the Engineer-in-Charge.
Construction of C. Toilet -11.28Cum
11.28
5043
447.1
Supplying, filling in foundation and plinth with good quality of filling sand including watering and ramming, poking & compacting including cost, conveyance, royalties, of the materials, cost of all labour, labour cess, T&P etc. required for the work etc. complete as directed by the Engineer-in-Charge.
Septic Tank & Soapkit -3.00Cum
3
1341
447.1
Providing and laying Plain Cement Concrete of proportion (1:3:6) in foundation and floors using 4 cm size black hard crusher broken granite stone metal and screened washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties, of all materials and cost of all labours, labour cess, T&P etc required for the work including shoring, shuttering and dewatering if required including hire & running charges of all machineries required for the work etc. complete as directed by the Engineer-in-charge.
Gear Shed -21.66Cum
21.66
138546
6396.4
Providing and laying Plain Cement Concrete of proportion (1:3:6) in foundation and floors using 4 cm size black hard crusher broken granite stone metal and screened washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties, of all materials and cost of all labours, labour cess, T&P etc required for the work including shoring, shuttering and dewatering if required including hire & running charges of all machineries required for the work etc. complete as directed by the Engineer-in-charge.
Renovation of A.Hall, Compound wall, Pavement & New paved area -89.67Cum
89.67
573565
6396.4
Providing and laying Plain Cement Concrete of proportion (1:3:6) in foundation and floors using 4 cm size black hard crusher broken granite stone metal and screened washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties, of all materials and cost of all labours, labour cess, T&P etc required for the work including shoring, shuttering and dewatering if required including hire & running charges of all machineries required for the work etc. complete as directed by the Engineer-in-charge.
Construction of O.H.T. -5.10Cum
5.1
32621
6396.4
Providing and laying Plain Cement Concrete of proportion (1:3:6) in foundation and floors using 4 cm size black hard crusher broken granite stone metal and screened washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties, of all materials and cost of all labours, labour cess, T&P etc required for the work including shoring, shuttering and dewatering if required including hire & running charges of all machineries required for the work etc. complete as directed by the Engineer-in-charge.
Construction of Water Point Shed -0.14Cum
0.14
895
6396.4
Providing and laying Plain Cement Concrete of proportion (1:3:6) in foundation and floors using 4 cm size black hard crusher broken granite stone metal and screened washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties, of all materials and cost of all labours, labour cess, T&P etc required for the work including shoring, shuttering and dewatering if required including hire & running charges of all machineries required for the work etc. complete as directed by the Engineer-in-charge.
Construction of C. Toilet -4.46Cum
4.46
28527
6396.4
Providing and laying Plain Cement Concrete of proportion (1:3:6) in foundation and floors using 4 cm size black hard crusher broken granite stone metal and screened washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties, of all materials and cost of all labours, labour cess, T&P etc required for the work including shoring, shuttering and dewatering if required including hire & running charges of all machineries required for the work etc. complete as directed by the Engineer-in-charge.
Septic Tank & Soakpit -1.11Cum
1.11
7100
6396.4
R.C.C. work of M-20 grade having minimum compressive strength in work test of 200 Kg / Cm2 in 15 cm. cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 12 to 20 mm size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying concrete with centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights and compacting by using vibrators watering and curing for 4 weeks and finishing the exposed surface smooth providing grooves or beads where ever necessary in all floors including cost, conveyance, royalties and of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer in-charge.Ground Floor
Gear Shed -59.07Cum
59.07
400724
6783.9
R.C.C. work of M-20 grade having minimum compressive strength in work test of 200 Kg / Cm2 in 15 cm. cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 12 to 20 mm size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying concrete with centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights and compacting by using vibrators watering and curing for 4 weeks and finishing the exposed surface smooth providing grooves or beads where ever necessary in all floors including cost, conveyance, royalties and of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer in-charge.Ground Floor
Renovation of A.Hall, Compound wall, Pavement & New paved area -373.24 cum
373.24
2532022
6783.9
R.C.C. work of M-20 grade having minimum compressive strength in work test of 200 Kg / Cm2 in 15 cm. cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 12 to 20 mm size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying concrete with centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights and compacting by using vibrators watering and curing for 4 weeks and finishing the exposed surface smooth providing grooves or beads where ever necessary in all floors including cost, conveyance, royalties and of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer in-charge.Ground Floor
20 KL OHT -31.88Cum
31.88
216270
6783.9
R.C.C. work of M-20 grade having minimum compressive strength in work test of 200 Kg / Cm2 in 15 cm. cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 12 to 20 mm size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying concrete with centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights and compacting by using vibrators watering and curing for 4 weeks and finishing the exposed surface smooth providing grooves or beads where ever necessary in all floors including cost, conveyance, royalties and of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer in-charge.Ground Floor
Construction of C. Toilet -16.92Cum
16.92
114783
6783.9
R.C.C. work of M-20 grade having minimum compressive strength in work test of 200 Kg / Cm2 in 15 cm. cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 12 to 20 mm size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying concrete with centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights and compacting by using vibrators watering and curing for 4 weeks and finishing the exposed surface smooth providing grooves or beads where ever necessary in all floors including cost, conveyance, royalties and of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer in-charge.Ground Floor
Construction of Water Point Shed -1.03Cum
1.03
6987
6783.9
R.C.C. work of M-20 grade having minimum compressive strength in work test of 200 Kg / Cm2 in 15 cm. cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 12 to 20 mm size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying concrete with centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights and compacting by using vibrators watering and curing for 4 weeks and finishing the exposed surface smooth providing grooves or beads where ever necessary in all floors including cost, conveyance, royalties and of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer in-charge.
Ground Floor
Septic Tank & Soakpit -0.54Cum
0.54
3663
6783.9
R.C.C. work of M-20 grade having minimum compressive strength in work test of 200 Kg / Cm2 in 15 cm. cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 12 to 20 mm size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying concrete with centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights and compacting by using vibrators watering and curing for 4 weeks and finishing the exposed surface smooth providing grooves or beads where ever necessary in all floors including cost, conveyance, royalties and of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer in-charge.
Ground Floor
Renovation of Jetty -40.91Cum
40.91
277529
6783.9
P.C.C. work of M-20 grade having minimum compressive strength in work test of 200 Kg / Cm2 in 15 cm. cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 12 to 20 mm size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying concrete with centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights and compacting by using vibrators watering and curing for 4 weeks and finishing the exposed surface smooth providing grooves or beads where ever necessary in all floors including cost, conveyance, royalties and of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer in-charge.
Ground Floor
Renovation of A.Hall, Compound wall, Pavement & New paved area -93.12Cum
93.12
631716
6783.9
P.C.C. work of M-20 grade having minimum compressive strength in work test of 200 Kg / Cm2 in 15 cm. cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 12 to 20 mm size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying concrete with centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights and compacting by using vibrators watering and curing for 4 weeks and finishing the exposed surface smooth providing grooves or beads where ever necessary in all floors including cost, conveyance, royalties and of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer in-charge.
Ground Floor
Septic Tank & Soakpit -0.47Cum
0.47
3188
6783.9
R.C.C. work of M-20 grade having minimum compressive strength in work test of 200 Kg / Cm2 in 15 cm. cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 12 to 20 mm size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying concrete with centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights and compacting by using vibrators watering and curing for 4 weeks and finishing the exposed surface smooth providing grooves or beads where ever necessary in all floors including cost, conveyance, royalties and of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer in-charge.
First Floor
Gear Shed -44.02Cum
44.02
302655
6875.4
R.C.C. work of M-20 grade having minimum compressive strength in work test of 200 Kg / Cm2 in 15 cm. cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 12 to 20 mm size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying concrete with centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights and compacting by using vibrators watering and curing for 4 weeks and finishing the exposed surface smooth providing grooves or beads where ever necessary in all floors including cost, conveyance, royalties and of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer in-charge.
First Floor
20 KL OHT -3.51Cum
3.51
24132
6875.4
R.C.C. work of M-20 grade having minimum compressive strength in work test of 200 Kg / Cm2 in 15 cm. cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 12 to 20 mm size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying concrete with centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights and compacting by using vibrators watering and curing for 4 weeks and finishing the exposed surface smooth providing grooves or beads where ever necessary in all floors including cost, conveyance, royalties and of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer in-charge.
Second Floor
Gear Shed -2.73Cum
2.73
19057
6980.7
R.C.C. work of M-20 grade having minimum compressive strength in work test of 200 Kg / Cm2 in 15 cm. cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 12 to 20 mm size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying concrete with centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights and compacting by using vibrators watering and curing for 4 weeks and finishing the exposed surface smooth providing grooves or beads where ever necessary in all floors including cost, conveyance, royalties and of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer in-charge.
Second Floor
20 KL OHT -16.65Cum
16.65
116228
6980.7
Straightening cutting bending bent up or coiled rods, including cranking, hooking, welding or jointing the M.S rods or tor confirming to I.S 432 (Plain) and 1785 (Tor) steel and binding, tying the grills, hoisting, lowering and placing in proper position required for R.C.C works including cost, conveyance and taxes of M.S rods or tor steel and binding wires of 18 to 20 gauge including cost of all labour, labour, labour cess, T & P etc required for the work etc. complete as directed by the Engineer in Charge. Ground Floor
Gear Shed -84.51 Qntl
84.51
753617
8917.5
Straightening cutting bending bent up or coiled rods, including cranking, hooking, welding or jointing the M.S rods or tor confirming to I.S 432 (Plain) and 1785 (Tor) steel and binding, tying the grills, hoisting, lowering and placing in proper position required for R.C.C works including cost, conveyance and taxes of M.S rods or tor steel and binding wires of 18 to 20 gauge including cost of all labour, labour, labour cess, T & P etc required for the work etc. complete as directed by the Engineer in Charge. Ground Floor
Renovation of A.Hall, Compound wall, Pavement & New paved area
149.29
1331293
8917.5
Straightening cutting bending bent up or coiled rods, including cranking, hooking, welding or jointing the M.S rods or tor confirming to I.S 432 (Plain) and 1785 (Tor) steel and binding, tying the grills, hoisting, lowering and placing in proper position required for R.C.C works including cost, conveyance and taxes of M.S rods or tor steel and binding wires of 18 to 20 gauge including cost of all labour, labour, labour cess, T & P etc required for the work etc. complete as directed by the Engineer in Charge. Ground Floor
Renovation of Jetty -26.59 Qntl
26.59
237116
8917.5
Straightening cutting bending bent up or coiled rods, including cranking, hooking, welding or jointing the M.S rods or tor confirming to I.S 432 (Plain) and 1785 (Tor) steel and binding, tying the grills, hoisting, lowering and placing in proper position required for R.C.C works including cost, conveyance and taxes of M.S rods or tor steel and binding wires of 18 to 20 gauge including cost of all labour, labour, labour cess, T & P etc required for the work etc. complete as directed by the Engineer in Charge. Ground Floor
Construction of Water Point Shed -1.03Qntl
1.03
9185
8917.5
Straightening cutting bending bent up or coiled rods, including cranking, hooking, welding or jointing the M.S rods or tor confirming to I.S 432 (Plain) and 1785 (Tor) steel and binding, tying the grills, hoisting, lowering and placing in proper position required for R.C.C works including cost, conveyance and taxes of M.S rods or tor steel and binding wires of 18 to 20 gauge including cost of all labour, labour, labour cess, T & P etc required for the work etc. complete as directed by the Engineer in Charge. Ground Floor
Septic Tank & Soakpit -0.43Qntl
0.43
3834
8917.5
Straightening cutting bending bent up or coiled rods, including cranking, hooking, welding or jointing the M.S rods or tor confirming to I.S 432 (Plain) and 1785 (Tor) steel and binding, tying the grills, hoisting, lowering and placing in proper position required for R.C.C works including cost, conveyance and taxes of M.S rods or tor steel and binding wires of 18 to 20 gauge including cost of all labour, labour, labour cess, T & P etc required for the work etc. complete as directed by the Engineer in Charge. Ground Floor
20 KL O.H.T. -46.22Qntl
46.22
412166
8917.5
Straightening cutting bending bent up or coiled rods, including cranking, hooking, welding or jointing the M.S rods or tor confirming to I.S 432 (Plain) and 1785 (Tor) steel and binding, tying the grills, hoisting, lowering and placing in proper position required for R.C.C works including cost, conveyance and taxes of M.S rods or tor steel and binding wires of 18 to 20 gauge including cost of all labour, labour, labour cess, T & P etc required for the work etc. complete as directed by the Engineer in Charge. Ground Floor
Construction of C. Toilet -20.44 Qntl
20.44
182273
8917.5
Straightening cutting bending bent up or coiled rods, including cranking, hooking, welding or jointing the M.S rods or tor confirming to I.S 432 (Plain) and 1785 (Tor) steel and binding, tying the grills, hoisting, lowering and placing in proper position required for R.C.C works including cost, conveyance and taxes of M.S rods or tor steel and binding wires of 18 to 20 gauge including cost of all labour, labour, labour cess, T & P etc required for the work etc. complete as directed by the Engineer in Charge.
First Floor
Gear Shed -45.61 Qntl
45.61
407890
8943
Straightening cutting bending bent up or coiled rods, including cranking, hooking, welding or jointing the M.S rods or tor confirming to I.S 432 (Plain) and 1785 (Tor) steel and binding, tying the grills, hoisting, lowering and placing in proper position required for R.C.C works including cost, conveyance and taxes of M.S rods or tor steel and binding wires of 18 to 20 gauge including cost of all labour, labour, labour cess, T & P etc required for the work etc. complete as directed by the Engineer in Charge.
First Floor
20 KL O.H.T. -3.51Qntl.
3.51
31389
8943
Straightening cutting bending bent up or coiled rods, including cranking, hooking, welding or jointing the M.S rods or tor confirming to I.S 432 (Plain) and 1785 (Tor) steel and binding, tying the grills, hoisting, lowering and placing in proper position required for R.C.C works including cost, conveyance and taxes of M.S rods or tor steel and binding wires of 18 to 20 gauge including cost of all labour, labour, labour cess, T & P etc required for the work etc. complete as directed by the Engineer in Charge.
Second Floor
Gear Shed -2.73 Qntl
2.73
24487
8969.9
Straightening cutting bending bent up or coiled rods, including cranking, hooking, welding or jointing the M.S rods or tor confirming to I.S 432 (Plain) and 1785 (Tor) steel and binding, tying the grills, hoisting, lowering and placing in proper position required for R.C.C works including cost, conveyance and taxes of M.S rods or tor steel and binding wires of 18 to 20 gauge including cost of all labour, labour, labour cess, T & P etc required for the work etc. complete as directed by the Engineer in Charge.
Second Floor
20 KL O.H.T. -16.65Qntl.
16.65
149348
8969.9
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. foundation and footing bases of columns mass concrete pre-cast slab etc.
Gear Shed -121.05 Sqm
121.05
28313
233.9
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. foundation and footing bases of columns mass concrete pre-cast slab etc.
Renovation of A.Hall, Compound wall, Pavement & New Paved area -244.16 sqm
244.16
57109
233.9
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. foundation and footing bases of columns mass concrete pre-cast slab etc. Renovation of Jetty -57.20 Sqm
57.2
13379
233.9
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. foundation and footing bases of columns mass concrete pre-cast slab etc.
20 KL O.H.T. -12.96Sqm
12.96
3031
233.9
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. foundation and footing bases of columns mass concrete pre-cast slab etc.
Construction of Water Point Shed -13.04 Sqm
13.04
3050
233.9
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. Beams, Columns, Grider and Bressmer etc. Ground Floor
Gear Shed -211.42Sqm
211.42
211927
1002.4
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. Beams, Columns, Grider and Bressmer etc. Ground Floor
Construction of C. Toilet -90.50Sqm
90.5
90717
1002.4
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. Beams, Columns, Grider and Bressmer etc. Ground Floor
20 KL O.H.T. -123.30Sqm
123.3
123595
1002.4
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. Beams, Columns, Grider and Bressmer etc. First Floor Gear Shed -184.42 Sqm
184.42
221838
1202.9
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. Beams, Columns, Grider and Bressmer etc. First Floor 20 KL O.H.T. -34.20Sqm
34.2
41139
1202.9
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. Beams, Columns, Grider and Bressmer etc. Second Floor 20 KL O.H.T. -23.40Sqm
Total Quantity -23.40 Sqm
23.4
33777
1443.5
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. Lintels. Ground Floor Gear Shed -61.47 Sqm
61.47
32376
526.7
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. Lintels. Ground Floor Construction of C. Toilet -17.99Sqm
17.99
9475
526.7
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. Lintels. First Floor Gear Shed -61.47 Sqm
Total Quantity -61.47 Sqm
61.47
38855
632.1
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. Lintels. Second Floor Gear Shed -22.22 Sqm
Total Quantity -22.22 Sqm
22.22
16853
758.5
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. Roof Slab Ground Floor Gear Shed -210.52 Sqm
210.52
141448
671.9
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. Roof Slab Ground Floor Construction of C. Toilet -53.95Sqm
53.95
36249
671.9
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. Roof Slab Ground Floor 20 KL O.H.T. -26.55Sqm
26.55
17838
671.9
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. Roof Slab Ground Floor Septic Tank & Soakpit -4.43Sqm
4.43
2976
671.9
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. Roof Slab First Floor Gear Shed -210.52 Sqm
210.52
169742
806.3
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. Roof Slab First Floor 20 KL O.H.T. -124.92Sqm
124.92
100723
806.3
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. Stair Case Ground Floor Gear Shed -12.15 Sqm
Total Quantity -12.15 Sqm
12.15
10840
892.2
Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. Stair Case First Floor Gear Shed -12.15 Sqm
Total Quantity -12.15 Sqm
12.15
13007
1070.6
Providing 2.5cm thick Grading Concrete (1:2:2) using 6mm size hard black granite crusher broken chips. including mixing, hoisting lowering and laying concrete with watering curing with cost, conveyance royalities and of all materials etc. complete with 1% water proofing compound as per the direction of Engineer-in-charge.
Ground Floor
Gear Shed -195.54 Sqm
195.54
68223
348.9
Providing 2.5cm thick Grading Concrete (1:2:2) using 6mm size hard black granite crusher broken chips. including mixing, hoisting lowering and laying concrete with watering curing with cost, conveyance royalities and of all materials etc. complete with 1% water proofing compound as per the direction of Engineer-in-charge.
Ground Floor
Septic Tank & Soakpit -5.46Sqm
5.46
1904
348.9
Providing 2.5cm thick Grading Concrete (1:2:2) using 6mm size hard black granite crusher broken chips. including mixing, hoisting lowering and laying concrete with watering curing with cost, conveyance royalities and of all materials etc. complete with 1% water proofing compound as per the direction of Engineer-in-charge.
First Floor
Gear Shed -195.54 Sqm
Total Quantity -195.54 Sqm
195.54
80054
409.4
Providing 2.5cm thick Grading Concrete (1:2:2) using 6mm size hard black granite crusher broken chips. including mixing, hoisting lowering and laying concrete with watering curing with cost, conveyance royalities and of all materials etc. complete with 1% water proofing compound as per the direction of Engineer-in-charge.
Scond Floor
Gear Shed -21.47 Sqm
Total Quantity -21.47 Sqm
21.47
9633
448.7
Brick work with Flyash bricks 25cm x 12cm x 8cm of size having crushing strength not less than 75 Kg./Cm2 with dimensional tolerance ± 2 percent in cement mortar (1:4) etc. complete including cost, conveyance, royalties, of all materials, cost of all labour, labour cess, all T&P etc. required for the work complete in all respect as directed by the Engineer-in-charge. (Foundation & Plinth) Gear Shed -36.76 Cum
36.76
195085
5307
Brick work with Flyash bricks 25cm x 12cm x 8cm of size having crushing strength not less than 75 Kg./Cm2 with dimensional tolerance ± 2 percent in cement mortar (1:4) etc. complete including cost, conveyance, royalties, of all materials, cost of all labour, labour cess, all T&P etc. required for the work complete in all respect as directed by the Engineer-in-charge. (Foundation & Plinth) Water Point Shed -0.75 Cum
0.75
3980
5307
Brick work with Flyash bricks 25cm x 12cm x 8cm of size having crushing strength not less than 75 Kg./Cm2 with dimensional tolerance ± 2 percent in cement mortar (1:4) etc. complete including cost, conveyance, royalties, of all materials, cost of all labour, labour cess, all T&P etc. required for the work complete in all respect as directed by the Engineer-in-charge. (Foundation & Plinth) C. Toilet -1.49Cum
1.49
7907
5307
Brick work with Flyash bricks 25cm x 12cm x 8cm of size having crushing strength not less than 75 Kg./Cm2 with dimensional tolerance ± 2 percent in cement mortar (1:4) etc. complete including cost, conveyance, royalties, of all materials, cost of all labour, labour cess, all T&P etc. required for the work complete in all respect as directed by the Engineer-in-charge. (Foundation & Plinth) Septic Tank & Soakpit -5.12Cum
5.12
27171
5307
Brick work with Flyash bricks of 25 Cm. x 12 Cm. x 8 Cm. size having crushing strength not less than 75 Kg./Cm2 with dimensional tolerance ± 2 percent in cement mortar (1:4) etc. complete including cost, conveyance, royalties, of all materials, cost of all labour, labour cess, all T&P etc. required for the work complete in all respect as directed by the Engineer-in-charge. (Superstructure) Ground Floor Gear Shed - 11.95 Cum
11.95
63816
5340.3
Brick work with Flyash bricks of 25 Cm. x 12 Cm. x 8 Cm. size having crushing strength not less than 75 Kg./Cm2 with dimensional tolerance ± 2 percent in cement mortar (1:4) etc. complete including cost, conveyance, royalties, of all materials, cost of all labour, labour cess, all T&P etc. required for the work complete in all respect as directed by the Engineer-in-charge. (Superstructure) Ground Floor O.H.T. -14.38Cum
14.38
76793
5340.3
Brick work with Flyash bricks of 25 Cm. x 12 Cm. x 8 Cm. size having crushing strength not less than 75 Kg./Cm2 with dimensional tolerance ± 2 percent in cement mortar (1:4) etc. complete including cost, conveyance, royalties, of all materials, cost of all labour, labour cess, all T&P etc. required for the work complete in all respect as directed by the Engineer-in-charge. (Superstructure) Ground Floor C. Toilet -19.71Cum
19.71
105257
5340.3
Brick work with Flyash bricks of 25 Cm. x 12 Cm. x 8 Cm. size having crushing strength not less than 75 Kg./Cm2 with dimensional tolerance ± 2 percent in cement mortar (1:4) etc. complete including cost, conveyance, royalties, of all materials, cost of all labour, labour cess, all T&P etc. required for the work complete in all respect as directed by the Engineer-in-charge. (Superstructure) First Floor Gear Shed - 11.95 Cum Total Quantity = 11.95 Cum
11.95
67254
5628
Brick work with Flyash bricks of 25 Cm. x 12 Cm. x 8 Cm. size having crushing strength not less than 75 Kg./Cm2 with dimensional tolerance ± 2 percent in cement mortar (1:4) etc. complete including cost, conveyance, royalties, of all materials, cost of all labour, labour cess, all T&P etc. required for the work complete in all respect as directed by the Engineer-in-charge. (Superstructure) Second Floor Gear Shed - 18.94 Cum Total Quantity = 18.94 Cum
18.94
112859
5958.8
Providing 12 mm thick cement plaster over brick work with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and of all materials with cost of all labour, labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. Ground Floor Gear Shed -839.06 Sqm
839.06
141465
168.6
Providing 12 mm thick cement plaster over brick work with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and of all materials with cost of all labour, labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. Ground Floor Renovation of A.Hall, Compound wall, Pavement & New paved area -1118.75 Sqm
1118.75
188621
168.6
Providing 12 mm thick cement plaster over brick work with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and of all materials with cost of all labour, labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. Ground Floor 20KL O.H.T. -161.20Sqm
161.21
27180
168.6
Providing 12 mm thick cement plaster over brick work with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and of all materials with cost of all labour, labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. Ground Floor C. Toilet -213.03Sqm
213.03
35916
168.6
Providing 12 mm thick cement plaster over brick work with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and of all materials with cost of all labour, labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. First Floor
Gear Shed -839.06 Sqm
839.06
144402
172.1
Providing 12 mm thick cement plaster over brick work with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and of all materials with cost of all labour, labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge.
First Floor
20KL O.H.T. -46.80Sqm
46.8
8054
172.1
Providing 12 mm thick cement plaster over brick work with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and of all materials with cost of all labour, labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. Second Floor
Gear Shed -135.78 Sqm
135.78
23870
175.8
Providing 12 mm thick cement plaster over brick work with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and of all materials with cost of all labour, labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. Second Floor
20KL O.H.T. -110.88Sqm
110.88
19492
175.8
12mm thick cement plaster ( Outside ) in cement mortar (1:4) including closed deep chipping with slurry treatment to the R.C.C. surfaces finished smooth including watering and curing, rounding of corners with cost, conveyance, royalties and of all materials and cost of all labour, scaffolding, sundries and T&P. etc. required for the work etc. complete as directed by the Engineer in charge.
Ground Floor.
Renovation of Jetty - 72.36 Sqm
72.36
12757
176.3
12mm thick cement plaster ( Outside ) in cement mortar (1:4) including closed deep chipping with slurry treatment to the R.C.C. surfaces finished smooth including watering and curing, rounding of corners with cost, conveyance, royalties and of all materials and cost of all labour, scaffolding, sundries and T&P. etc. required for the work etc. complete as directed by the Engineer in charge.
Ground Floor.
20KL O.H.T. -48.60Sqm
48.6
8568
176.3
12mm thick cement plaster ( Outside ) in cement mortar (1:4) including closed deep chipping with slurry treatment to the R.C.C. surfaces finished smooth including watering and curing, rounding of corners with cost, conveyance, royalties and of all materials and cost of all labour, scaffolding, sundries and T&P. etc. required for the work etc. complete as directed by the Engineer in charge.
Ground Floor.
Septic Tank & Soakpit - 23.36 Sqm
23.36
4118
176.3
12mm thick cement plaster ( Outside ) in cement mortar (1:4) including closed deep chipping with slurry treatment to the R.C.C. surfaces finished smooth including watering and curing, rounding of corners with cost, conveyance, royalties and of all materials and cost of all labour, scaffolding, sundries and T&P. etc. required for the work etc. complete as directed by the Engineer in charge.
Ground Floor.
Construction of Water Point Shed -10.00Sqm
10
1763
176.3
Priming one coat with any approved wall primer of approved make and shade to make an even shade after preparing the wall surface smooth by means of sand papering & applying putty wherever necessary in all floors with cost, conveyance, taxes of all materials, cost of all labour, labour cess, T&P scaffolding etc. complete as directed by Engineer-In-Charge.
Ground Floor.
Gear Shed - 367.39 Sqm Total Quantity = 367.39 Sqm
367.39
24211
65.9
Priming one coat with any approved wall primer of approved make and shade to make an even shade after preparing the wall surface smooth by means of sand papering & applying putty wherever necessary in all floors with cost, conveyance, taxes of all materials, cost of all labour, labour cess, T&P scaffolding etc. complete as directed by Engineer-In-Charge.
First Floor Gear Shed - 367.39 Sqm Total Quantity = 367.39 Sqm
367.39
24798
67.5
Priming one coat with any approved wall primer of approved make and shade to make an even shade after preparing the wall surface smooth by means of sand papering & applying putty wherever necessary in all floors with cost, conveyance, taxes of all materials, cost of all labour, labour cess, T&P scaffolding etc. complete as directed by Engineer-In-Charge.
Second Floor
Gear Shed - 43.20 Sqm Total Quantity = 43.20 Sqm
43.2
2985
69.1
Cement washing two coats with good quality cement over the new plaster surface of wall in all height after cleaning the surface including cost, conveyance, of all materials, cost of all labour, Scafolding labour cess, T&P etc. required for the work complete as directed by the Engineer- in-Charge.
Ground Floor Gear Shed - 839.06 Total Quantity = 839.06 Sqm
839.06
19046
22.7
Cement washing two coats with good quality cement over the new plaster surface of wall in all height after cleaning the surface including cost, conveyance, of all materials, cost of all labour, Scafolding labour cess, T&P etc. required for the work complete as directed by the Engineer- in-Charge.
First Floor Gear Shed - 839.06 Total Quantity = 839.06 Sqm
839.06
19382
23.1
Cement washing two coats with good quality cement over the new plaster surface of wall in all height after cleaning the surface including cost, conveyance, of all materials, cost of all labour, Scafolding labour cess, T&P etc. required for the work complete as directed by the Engineer- in-Charge.
Second Floor
Gear Shed - 92.58 Sqm Total Quantity = 92.58 Sqm
92.58
2166
23.4
Finishing surface of walls with cement based wall putty (water based) of approved make and finished smooth and even surface to receive painting including cost of all materials, labour T&P etc complete as per the direction of the Engineer-in-charge. Ground Floor.
20kl OHT - 107.91 Sqm Total Quantity = 107.91 Sqm
107.91
7553
70
Finishing surface of walls with cement based wall putty (water based) of approved make and finished smooth and even surface to receive painting including cost of all materials, labour T&P etc complete as per the direction of the Engineer-in-charge. First Floor 20kl OHT - 46.80 Sqm Total Quantity = 46.80 Sqm
46.8
3388
72.4
Finishing surface of walls with cement based wall putty (water based) of approved make and finished smooth and even surface to receive painting including cost of all materials, labour T&P etc complete as per the direction of the Engineer-in-charge. Second Floor
20kl OHT - 110.88 Sqm Total Quantity = 110.88 Sqm
110.88
8304
74.9
Wall painting two coats with Distemper paint (1st quality) grade of approved make & shade manufactured by reputed manufacturer like NEROLAC/ ASIAN/ BERGER/DULOX or equivalent to make an even finished surface in all heights with all scaffolding and stging charges including cost, conveyance, of all materials cost of all labours, T & P, sundries etc. as required for the work complete.
Ground Floor.
Gear Shed - 471.67 Sqm Total Quantity = 471.67 Sqm
471.67
35422
75.1
Wall painting two coats with Distemper paint (1st quality) grade of approved make & shade manufactured by reputed manufacturer like NEROLAC/ ASIAN/ BERGER/DULOX or equivalent to make an even finished surface in all heights with all scaffolding and stging charges including cost, conveyance, of all materials cost of all labours, T & P, sundries etc. as required for the work complete.
First Floor Gear Shed - 471.67 Sqm Total Quantity = 471.67 Sqm
471.67
36177
76.7
Wall painting two coats with Distemper paint (1st quality) grade of approved make & shade manufactured by reputed manufacturer like NEROLAC/ ASIAN/ BERGER/DULOX or equivalent to make an even finished surface in all heights with all scaffolding and stging charges including cost, conveyance, of all materials cost of all labours, T & P, sundries etc. as required for the work complete.
Second Floor
Gear Shed - 49.38 Sqm Total Quantity = 49.38 Sqm
49.38
3871
78.4
Wall painting two coats with 100% Acrylic emulsion paint (1st quality) exterior grade of approved make & shade manufactured by reputed manufacturer like NEROLAC/ ASIAN/ BERGER/DULOX or equivalent to make an even finished surface in all heights with all scaffolding and stging charges including cost, conveyance, of all materials cost of all labours, T & P, sundries etc. as required for the work complete.
Ground Floor.
Gear Shed - 367.39 Sqm
367.39
56210
153
Wall painting two coats with 100% Acrylic emulsion paint (1st quality) exterior grade of approved make & shade manufactured by reputed manufacturer like NEROLAC/ ASIAN/ BERGER/DULOX or equivalent to make an even finished surface in all heights with all scaffolding and stging charges including cost, conveyance, of all materials cost of all labours, T & P, sundries etc. as required for the work complete.
Ground Floor.
20KL O.H.T. -107.91Sqm
107.91
16510
153
Wall painting two coats with 100% Acrylic emulsion paint (1st quality) exterior grade of approved make & shade manufactured by reputed manufacturer like NEROLAC/ ASIAN/ BERGER/DULOX or equivalent to make an even finished surface in all heights with all scaffolding and stging charges including cost, conveyance, of all materials cost of all labours, T & P, sundries etc. as required for the work complete.
Ground Floor.
Construction of C. Toilet -108.11 Sqm
108.11
16540
153
Wall painting two coats with 100% Acrylic emulsion paint (1st quality) exterior grade of approved make & shade manufactured by reputed manufacturer like NEROLAC/ ASIAN/ BERGER/DULOX or equivalent to make an even finished surface in all heights with all scaffolding and stging charges including cost, conveyance, of all materials cost of all labours, T & P, sundries etc. as required for the work complete.
First Floor.
Gear Shed -367.39Sqm
367.39
56798
154.6
Wall painting two coats with 100% Acrylic emulsion paint (1st quality) exterior grade of approved make & shade manufactured by reputed manufacturer like NEROLAC/ ASIAN/ BERGER/DULOX or equivalent to make an even finished surface in all heights with all scaffolding and stging charges including cost, conveyance, of all materials cost of all labours, T & P, sundries etc. as required for the work complete.
First Floor.
20KL O.H.T. -46.80Sqm
46.8
7235
154.6
2nd Floor.
Gear Shed -43.20Sqm
43.2
6890
159.5
2nd Floor.
20KL O.H.T. -110.88Sqm
110.88
17685
159.5
Finishing walls with water proofing cement paint of approved shade on old work one coat to give and even shade including cost, conveyance, of all materials, cost of all labour, labour cess, T&P etc. required for the work complete as directed by the Engineer- in-Charge. Ground Floor.
Construction of C. Toilet -104.92 Sqm Total Quantity =104.92 Sqm
104.92
4123
39.3
Fixing Granite Tiles (above 0.1 Sqm. Up to 0.4 sqm 10mm thick.) in floors, treads or steps and landing on 25mm thick bed of cement mortar 1:1 (1 cement: 1 sand ) jointed with neat cemnet slurry mixed with pigmnet to match the shades on the tiles etc complete including cost, conveyance and other charges etc. complete in all respect as per specification and direction of Engineer-in-charge.
Ground Floor.
Gear Shed - 176.95 Sqm
176.95
352926
1994.5
Fixing Granite Tiles (above 0.1 Sqm. Up to 0.4 sqm 10mm thick.) in floors, treads or steps and landing on 25mm thick bed of cement mortar 1:1 (1 cement: 1 sand ) jointed with neat cemnet slurry mixed with pigmnet to match the shades on the tiles etc complete including cost, conveyance and other charges etc. complete in all respect as per specification and direction of Engineer-in-charge.
Ground Floor.
Renovation of A. Hall , C. Wall , Pavement & New paved area 452.25 Sqm
452.25
902012
1994.5
Fixing Granite Tiles (above 0.1 Sqm. Up to 0.4 sqm 10mm thick.) in floors, treads or steps and landing on 25mm thick bed of cement mortar 1:1 (1 cement: 1 sand ) jointed with neat cemnet slurry mixed with pigmnet to match the shades on the tiles etc complete including cost, conveyance and other charges etc. complete in all respect as per specification and direction of Engineer-in-charge.
First Floor.
Gear Shed - 176.95 Sqm Total Quantity = 176.95 Sqm
176.95
373222
2109.2
Fixing Granite Tiles of size Up to 0.10 Sqm. (10mm thick) in Dados Skirting & Risers of Steps of 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles complete including cost, conveyance and other charges etc. complete in all respect as per specification and direction of Engineer-in-charge. Ground Floor.
Gear Shed - 29.18 Sqm Total Quantity = 29.18 Sqm
29.18
53659
1838.9
Fixing Granite Tiles of size Up to 0.10 Sqm. (10mm thick) in Dados Skirting & Risers of Steps of 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles complete including cost, conveyance and other charges etc. complete in all respect as per specification and direction of Engineer-in-charge.
First Floor.
Gear Shed - 29.18 Sqm Total Quantity = 29.18 Sqm
29.18
56746
1944.7
Fixing Glazed Tiles of size above 20cm. X 30 cm. having thickness of 6.5 mm to 6.7 mm in Dados Skirting & Risers of Steps of 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles complete including cost, conveyance and other charges etc. complete in all respect as per specification and direction of Engineer-in-charge. Ground Floor.
Renovation of A.Hall, Compound wall, Pavement & New paved area -136.80 Sqm
136.8
128167
936.9
Fixing Glazed Tiles of size above 20cm. X 30 cm. having thickness of 6.5 mm to 6.7 mm in Dados Skirting & Risers of Steps of 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles complete including cost, conveyance and other charges etc. complete in all respect as per specification and direction of Engineer-in-charge. Ground Floor.
Construction of C. Toilet -125.66 Sqm
125.66
117730
936.9
Fixing Chequered tiles in floors treads or steps and landing on 25mm thick cement mortar (1:1) (1 cement : 1 Course sand) and filling joints with of approved quality including rubbing & polishing complete including cost, conveyance and other charges etc. complete in all respect as per specification and direction of Engineer-in-charge. Ground Floor.
Construction of C. Toilet -30.55 Sqm Total Quantity = 30.55 Sqm
30.55
29654
970.7
Fixing Floor Tiles of size Up to 0.10 Sqm. (10mm thick) in Dados Skirting & Risers of Steps of 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles complete including cost, conveyance and other charges etc. complete in all respect as per specification and direction of Engineer-in-charge. Ground Floor.
Construction of C. Toilet -1.26 Sqm Total Quantity = 1.26 Sqm
1.26
1124
892.4
Fabrication and erection of G.I gate having 40mm dia G.I frame and 25mm dia G.I pipe vertical fabricated with 18gauge C.R sheet on bottom embeded with iron clamp on concrete pillar tower bolt and iron strap to be fixed on Main gate including cost conveyance etc applicable as per spcification and direction of engineer in charge. Gear Shed - 12.00 Sqm Total Quantity = 12.00 Sqm
12
47592
3966
Supplying, fitting and fixing of M.S. grill in windows including screws and cost of all and complete finished in all respect including cost, conveyance, royalty, taxes of all materials, labor, labour cess, T&P etc. required for the work etc complete as per the direction of the Engineer-in-charge.
C. Toilet - 20.51 Sqm Total Quantity = 20.51 Sqm
20.51
30656
1494.7
Painting two coats of any approved Enamel Paint over one coat of any approved primer on new work including cost , conveyance, of all materials, labours, T & P, etc. as required for the work complete as per the direction of the Engineer-in-charge.
Gear Shed - 231.75 Sqm
231.75
50034
215.9
Painting two coats of any approved Enamel Paint over one coat of any approved primer on new work including cost , conveyance, of all materials, labours, T & P, etc. as required for the work complete as per the direction of the Engineer-in-charge.
Construction of C. Toilet -10.25 Sqm
10.25
2212
215.9
Supplying, fitting, fixing of RCC Jali 25mm thick of required size in the specified place with fixing and making good to the damages including cost of materials all labour scafolding etc. complete as per direction of Engineer-in-charge.
Gear Shed - 1.89 Sqm Total Quantity = 1.89 Sqm
1.89
4976
2632.88
Supplying, fitting, fixing of stainless steel of 304 grade in hand railing using 50mm dia of 2mm thik circular pipe with Balustrade of size 32mm x 32mm x x2mm @ 0.90mtr C/C and stainless square pipe bracing of size 32mm x 32mm x x2mm in 3 rows in stair case as per approved disign and specification, buffing, polishing etc including watering, curing ,scafolding with cost, conveyance, of all materials, cost of all labour, labour cess, T&P etc required for the work complete in all respect as directed by Engineer-In-Charge.
Gear Shed - 12.00 Rmt
12
54998
4583.2
Supplying, fitting, fixing of stainless steel of 304 grade in hand railing using 50mm dia of 2mm thik circular pipe with Balustrade of size 32mm x 32mm x x2mm @ 0.90mtr C/C and stainless square pipe bracing of size 32mm x 32mm x x2mm in 3 rows in stair case as per approved disign and specification, buffing, polishing etc including watering, curing ,scafolding with cost, conveyance, of all materials, cost of all labour, labour cess, T&P etc required for the work complete in all respect as directed by Engineer-In-Charge.
20kl OHT - 25.00Rmt
25
114580
4583.2
Fabrication and erection of stainless steel staircase made out of 304 grade steel with 50mm dia/35mm dia/20mmdia hollow steel pipe and flat of size 25mm x 5mm including (50x25)mm rectangular hollow pipe with cost conveyance, fabrication and erection, labour and labour cess etc. applicable as per specification and direction of engineer in charge. 20kl OHT - 14.00Rmt Total Quantity = 14.00 Rmt
14
179373
12812.4
Providing Fitting Fixing of plain wood finish door TATA PRAVESH make conform to IS 4020, IS 36141, BS 4761 having 46mm thick shutter infill-honeycomb with frame profile of size (100x58) mm infill-puff alongwith standard acessories like 3nos of hinges, 1no Door lock, 2 no Tower bolt, 1no Door stopper, 1no Peep hole including cost, conveyance, taxes of all materials etc. complete as directed by the Engineering-in-charge.
Gear Shed - 2.52 Sqm
2.52
27752
11012.7
Providing Fitting Fixing of plain wood finish door TATA PRAVESH make conform to IS 4020, IS 36141, BS 4761 having 46mm thick shutter infill-honeycomb with frame profile of size (100x58) mm infill-puff alongwith standard acessories like 3nos of hinges, 1no Door lock, 2 no Tower bolt, 1no Door stopper, 1no Peep hole including cost, conveyance, taxes of all materials etc. complete as directed by the Engineering-in-charge.
Renovation of A.Hall, Compound wall, Pavement & New paved arae -8.82 Sqm
8.82
97132
11012.7
Providing Fitting Fixing of plain wood finish door TATA PRAVESH make conform to IS 4020, IS 36141, BS 4761 having 46mm thick shutter infill-honeycomb with frame profile of size (100x58) mm infill-puff alongwith standard acessories like 3nos of hinges, 1no Door lock, 2 no Tower bolt, 1no Door stopper, 1no Peep hole including cost, conveyance, taxes of all materials etc. complete as directed by the Engineering-in-charge.
Construction of C. Toilet -7.56 Sqm
7.56
83256
11012.7
Supplying, fitting, fixing of factory made single leaf rigid F.R.P composite door shutter of 32mm thick, laminated with to G.R.P skins with wood grain finished, fabricated using UV stabilized Isopthalic gal coat and one layer of 450 gsm E-glass chopped strand Mat (CSM) impregnated with orthopathalic, polyster resin including fitting of all fixtures like hinges, tower bolt, handle, aldrop etc. with cost, conveyance and taxes of all materials and labour etc. complete.
Construction of C. Toilet -9.45 Sqm Total Quantity = 9.45 Sqm
9.45
32982
3490.2
Fabricating fitting and fixing of UPVC Two track two pannels sliding window frame 65x50mm & Sash 45x60mm of Finesta//Wintech and equivalent make including cost conveyance of all materials etc complete in all respect as per spcification and direction of engineer in charge. Renovation of A.Hall, Compound wall, Pavement& New paved area -4.75 Sqm Total Quantity = 4.75 Sqm
4.75
42645
8978
Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within 50m lead.including cost conveyance of all materials etc complete in all respect as per spcification and direction of engineer in charge. Renovation of A.Hall, Compound wall, Pavement& New paved area -44.93 Sqm
44.93
28804
641.1
Removing old lime or cemet plaster from walls including raking out joints 12mm deep and removing the debris within 50m lead and complete in all respect as per specification and direction of Engineer-in-charge. Renovation of Jetty -72.36Sqm Total Quantity = 72.36Sqm
72.36
3118
43.1
Providing,supplying ,fitting fixing of marine fender of size 200m x200m 500m long in the wharf of FLCs/FHs including grouting with grout material drilling holes , fixing with G.I bolt, washer and placeing in position including cost of all labour ,drilling and hire charges of boat etc. complete as per the requirement and direction of engineer in charge .
Renovation of Jetty - 62.00 No Total Quantity = 62.00 No
62
294345
4747.5
Providing & fixing 25mm thick Bitumenous expansion joint board (I.S.I) in expansion joint complete as per drawaing & Technical Specification including cost conveyance & other charges complete in all respect as per specification direction of engineer in charge.
Renovation of A. Hall , Compund Wall, Pavement & New paved area -798.00 Rmt
798
188407
236.1
Providing & fixing 25mm thick Bitumenous expansion joint board (I.S.I) in expansion joint complete as per drawaing & Technical Specification including cost conveyance & other charges complete in all respect as per specification direction of engineer in charge.
Renovation of Jetty -217.60 Rmt
217.6
51375
236.1
Fabrication and erection of Water point shed 3 mtr height made with 75mm, 50mm, 40mm dia G.I hollow pipe fabricated with 0.4mm thick Profile sheet on roof drilling hole in wind ties including cost conveyance etc applicable as per spcification and direction of engineer in charge
Water Point Shed - 1.00 No Total Quantity = 1.00 No
1
53951
53951.2
Supplying, fitting and fixing of 40 watt (2 nos)solar all in one street light 12.8 V40 AH lIFE PO4 a battery,100w poly crystalyn sola pannel,copper wire inbuilt (Philips/Amrut/Sun world) or equivalent make having 7m octagonal GI Pole to be fitted on base plate at (400 x400 x 6)mm with RCC Saddle , including cost, conveyance, taxes of all materials, labour, T&P etc. required for the complete in all respect as per specification & direction of engineer in charge.
4
303080
75770
Providing supplying fitting and fixing of 1 HP single Phase Open submergable pump set of KSB/ kirlosker/ crompton/texmo and other IS make with control pannel including with all labour, T&P, taxes as applicable at site as per specification and direction of engineer in charge.
20KL OHT
1
25436
25436.9
Supplying all materials, labour and T&P for construction of 1.20mtr.dia.x2.55mtr. Deep soak-way pit with dry brick walling up to 2.10mtr. height and bbrick work with cement mortar (1:6) for 0.45mtr. height of wall at top,cement plaster (1:3) inside and outside,inside filled with dry brick khoa of 50mm.to 100mm.size to a height of 2.00mtr.from bottom, covered by means of 40mm.thick R.C.C. perforated slab,50mm.thick R.C.C.well cover in pieces fitted with iron rings including earth work in excavation and refilling of cavity around the pit etc. all complete as per approved design and drawing. (per each )
Septic Tank & Soak Pit
1
21180
21180.9
Supplying, fitting and fixing of PVC coated Ring Ladder , including cost, conveyance, of all materials, labour, T&P etc. required for the complete in all respect as per specification & direction of engineer in charge. Septic Tank & Soakpit - 6.00 No Total Quantity = 6.00 No
6
1800
300
Supplying, fitting and fixing of ( C.I) Man hole Cover(0.60 x 0.60), including cost, conveyance, of all materials, labour, T&P etc. required for the complete in all respect as per specification & direction of engineer in charge. Septic Tank & Soakpit - 1.00 No Total Quantity = 1.00 No
1
5000
5000
Supplying, fitting and fixing of Louvered Ventilator , including cost, conveyance, of all materials, labour, T&P etc. required for the complete in all respect as per specification & direction of engineer in charge. C. Toilet - 2.16 Sqm Total Quantity = 2.16 Sqm
2.16
11880
5500
Labour for drilling a perfectly vertical bore hole of a specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rigs or combination drilling rigs (1200cfm/300psi) 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 pipes for housing, fitted with socket and with or without well screen as per the necessity for the soft, medium, hard and boulder formation (GI/PVC casing pipes if required to prevent collapse of over burden is to be provided by the contractor including lowering & withdrawing after completion of the tube well). 00 Mtr to 30 Mtr
30
31800
1060
31 Mtr to 60 Mtr
30
34350
1145
61 Mtr to 90 Mtr
30
38100
1270
91 Mtr to 270 Mtr
180
243900
1355
Lowering the following size G.I/PVC Pipes with or without slotted pipes as per the necessity from ground level and fitted and fixed up in perfectly vertical position, including cutting and threading pipe and slotted pipe 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 form above.
200mm dia pipe
270
754455
2794.28
200mm PVC Cone
1
1010
1010
200mm PVC End Cape
1
760
760
200mm PVC threaded nipple
1
705
705
Supplying of bentonite Powder (Drilling Mud) Type -II high grade ,etc all complete as per direction of Engineer-in-cahrge. Excluding the cost of Cement.
97
37209
383.6
Providing supplying fitting and fixing of 1 HP single Phase oilfiltered 100mm dia borewell submergable pump set of KSB/ kirlosker/ crompton/texmo and other IS make with control pannel including 2.5sqmm three core PVC coated copper flat cable, 32mm dia HDPE pipe / nipple / bolt and PVC coated 6mm wire rope , U bolt , M.S clamp with all labour, T&P, taxes as applicable at site as per specification and direction of engineer in charge.
1
72115
72115.3
Cost of graded and washed B grade gravel size (2.75mm to 3.55mm) suitable for use as packing materials of available approved rate of O.L.I.C Cuttack Circle & transportation cost as per actual on the current OPWD Schedule of rates & unit cost Royality @ Rs.180.00 per cum is provided.
30
89490
2983
Cost of Labour Charges for slotting of 200mm dia PVC (ASTM-D)Sch-80 pipe
48
20400
425
Lowering of 200mm dia ASTM Schedule -80 PVC casing and sloted pipe cone ,nipple etc as per the necessity and fitted and fixed of in perfectly vertical position and capeing the top of the casing pipe threaded 1meter ,above the ground level ,including pluging the tube well to prevent entry of foreign materials .
270
22950
85
Cleaning and devlopeing the tube well using their own compressor having 250/300CFM at 10.5 kg /sq cm continously worked till cleared and adequate discharge is obtained from the well including supply and use of all necessary equipment and labour as per the direction of engineer in charge.
10
12250
1225
Earthwork in excavation of Mud pit ,settling pits ,Mud flow channel and V-notch channel etc and refilling these earthwork (Two Pits).
46.61 Cum
46.61
10394
223
Suppplying and fixing Rolling shutters of approved make, made of required size G.I laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides ad arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and G.I. top cover of required thickness for rolling shutters. Gear Shed - 109.20 Sqm Total Quantity = 109.20 Sqm
109.2
410000
3754.58
Providing & making Gabion(1x1x1.=1.0cum) structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes(10% aluminium & 90% Zinc coated) of required size, Mesh Type (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 4.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.
Renovation of A.Hall, Compound wall, Pavement& New paved area - 180.00
Total Quantity = 180.00Cum
180
624780
3471
Supplying all materials,labour and T&P for laying in trenches unplasticized PVC pipes and specials of the following outside dia. for all classes including jointing with approved solvent cement by non-heat application method including testing as per specification and direction of Engineer-in-charge etc. all complete. [including earth work and cost of pipes]
110 mm Size UPVC Pipe
80
134768
1684.6
Supplying all materials,labour and T&P for laying in trenches unplasticized PVC pipes and specials of the following outside dia. for all classes including jointing with approved solvent cement by non-heat application method including testing as per specification and direction of Engineer-in-charge etc. all complete. [including earth work and cost of pipes]
25 mm Size UPVC Pipe
50
42655
853.1
Supplying all materials, labour and T&P and fixing to walls,ceiling and floor unplasticized PVC pipes 6kg pressure,the following nominal diameter with fittings and clamps including testing as per specification all complete.
20 mm Size UPVC Pipe
40
6840
171
Supplying all materials, labour and T&P and fixing to walls,ceiling and floor unplasticized PVC pipes 6kg pressure,the following nominal diameter with fittings and clamps including testing as per specification all complete.
25 mm Size UPVC Pipe
28
6294
224.8
Supplying all labour and T&P for fixing Brass ball valve of the following size as per specification all complete including cost of brass ball valve.
25mm ball valve
2
2691
1345.8
Providing and fixing on wall face unplasticised Rigid PVC soil, waste and Rain water pipe conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10mm gap for thermal expansion, (i) single socketed pipes
Total Quantity = 19.00Rmt
19
18745
986.6
Fixing of Brass Screw Down Stop Cocks conferming to IS-781-1995 of the following nominal sizes as per specification complete.
15mm Angular Stop cock
Water Supply - 8.00 Nos
Total Quantity = 8.00 Nos
8
7370
921.3
Supplying all labour and T&P for fixing Brass Bib cock / Push cock /Piller cock of the following size as per specification all complete 15mm Long Body Bib Cock
Water Supply - 6.00 Nos
Total Quantity = 6.00 Nos
6
5873
978.9
Supplying all labour and T&P for fixing Brass Bib cock / Push cock /Piller cock of the following size as per specification all complete Short Body Bib Cock
Water Supply - 6.00 Nos
Total Quantity = 6.00 Nos
6
5428
904.8
Supplying all labour and T&P for fixing Brass Bib cock / Push cock /Piller cock of the following size as per specification all complete 15mm CP Pillar Cock
Water Supply - 4.00 Nos
Total Quantity = 4.00 Nos
4
3666
916.7
Supplying all materials,labour and T&P for fixing 10.00 ltr capacity low level Flushing cistern with manually controlled device (handle lever) conferming to IS : 7231, with all fittings and fixtures complete.
Water Supply - 6.00 Nos
Total Quantity = 6.00 Nos
6
11496
1916
Supplying all materials,labour and T&P for fixing wash hand basin with hole for pillar cock with cast iron /M.S. brackets painted white including cutting holes in walls and making good to the damages etc. all complete as per specification.[3.3.12./344] (including cost of wash hand basin and all accessories. )
Water Supply - 2.00 Nos
Total Quantity = 2.00 Nos
2
4230
2115.4
Fixing Cromium plated brass soap dish complete with cromium plated brass brackets fixed to wooden plugs with cromium plated brass screws as per specification.
Water Supply - 6.00 Nos
Total Quantity = 6.00 Nos
6
2444
407.4
Supplying all materials,labour and T&P for fixing standard size C. P. towel rail fixed to wooden plugs with chromium plated brass screws and washers etc. all complete as per specification.[3.3.27./358](including cost of towel rail ) Water Supply - 6.00 Nos
Total Quantity = 6.00 Nos
6
6167
1027.9
Supplying all materials,labour and T&P for fixing standard size Glass self with chromium plated brass brackets and guard rails fixed to wooden plugs with chromium plated brass screws and washers etc. all complete as per specification.[3.3.28./358] Water Supply - 6.00 Nos
Total Quantity = 6.00 Nos
6
4350
725
Fixing water closet, squating pan (Indian type W.C.pan) of size (575x410x250)mm conferming to IS 2556: Part 3-2004 duly embeded in cement concrete (1:4:8) using hard granite metal 4cm nominal size all complete as per specification.
Water Supply - 6.00 Nos
Total Quantity = 6.00 Nos
6
35388
5898
Fixing Cromium plated Waste of following nominal diameter for wash basin and sink as per specification.
Water Supply - 6.00 Nos
Total Quantity = 6.00 Nos
6
2629
438.2
Fixing PVC Waste Pipe of following nominal diameter for wash basin or sink including brass check nut complete as per specification.
Water Supply - 8.00 Nos
Total Quantity = 8.00 Nos
8
1082
135.3
Fixing 15mm dia PVC Inlet Connection Pipe of following nominal diameter for wash basin or sink including brass check nut complete as per specification.
Water Supply -14.00 Nos Total Quantity = 14.00 Nos
14
1449
103.5
Fixing 5" dia stainless steel Jalli of following nominal diameter for wash basin or sink including brass check nut complete as per specification.
Water Supply -8.00 Nos
Total Quantity = 8.00 Nos
8
614
76.8
Supplying all materials,labour and T&P for fixing of 600x450 bevelled edge mirror of superior glass mounted on 6mm thick ac sheet or ply wood sheet and fixed to wooden plugs with chromium plated brass screws and washers etc. All complete as per specification [ 3.3.24/357]
Water Supply -4.00 Nos
Total Quantity = 4.00 Nos
4
3430
857.6
Recessed wiring to light point/Fan point/ Exhaust fan point/Call bell point with 1.5sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20mm dia non-metallic PVC flexible conduit with 5A ,25 on MS box having front bakelite cover of suitable size, MS box with 1.5sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection (Make of wire-Finolex/L&T/Anchor/Havells/V-Guard/ Great White/HPL) Gear Shed & A. Hall -40.00
Total Quantity = 40.00 No
40
14535
363.39
Recessed extra lead submain wiring alongwith earth wire with the following sizes of PVC insulated single core multistrand copper conductor ISI marked conforming to IS-694/1990 in 20mm dia non metallic heavy duty flexible conduit 1.6 mm in recessed PVC conduit as required (make of wire -Finolex/ L&T/ Anchor/Havells/V-Guard /Great White/HPL) exceeding to Group-C points in 2 X 1.5sqmm +1 x 1.5sqmm.
Gear Shed -150.00
Total Quantity = 150 Rmt
150
14598
97.32
Recessed wiring to 5A /6Amp socket outlet with 2 X 1.5sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked in recess 20mm dia non metallic PVC flexible conduit with piano type switch, Phenolic laminated sheet suitable size ISI marked MS box and earthing point with 1 X 1.5sq.mm FR PVC insulated single core multistrand copper conductor for loop earthing etc. as required (Make of wire -Finolex/ L&T/ Anchor/ Havells/V-Guard/Great White/HPL) Separate Gear Shed & A. Hall -12.00
Total Quantity = 12.00 No
12
4457
371.42
Supply and fixing of 5Amp plug with switch on existing board (Piano type )
Gear Shed & A. Hall -12.00
Total Quantity = 12.00 No
12
803
66.96
Supply and fixing of metal box of 100mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing of 6pin 5/6 & 5/6Amp socket outlet and 5/6 Amp piano type switches connection painting etc. as required. (make-Anchor/ Cona/Great white/HPL)
Gear Shed & A. Hall 12.00
Total Quantity = 12.00 No
12
1832
152.67
Supply and fixing of metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing of 6pin 5/6 & 15/16Amp socket outlet and 15/16Amp piano type switches connection painting etc. as required. (make-Anchor/ Cona/Great white/HPL)
Gear Shed A. Hall -12.00
Total Quantity = 12.00 No
12
2796
233.04
Recessed submain wiring alongwith earth wire with the following sizes of PVC insulated single core multistrand copper conductor ISI marked conforming to IS-694/1990 in 20mm dia non metallic heavy duty flexible conduit 1.6 mm in recessed PVC conduit as required (make of wire -Finolex/L&T/Anchor/Havells/V-Guard/Great White/Mescab/HPL) 2 X 2.5sq.mm +1 X 1.5sqmm
Gear Shed & A. Hall -220.00
Total Quantity = 220.00 Rmt
220
24750
112.5
Recessed submain wiring alongwith earth wire with the following sizes of PVC insulated single core multistrand copper conductor ISI marked conforming to IS-694/1990 in 20mm dia non metallic heavy duty flexible conduit 1.6 mm in recessed PVC conduit as required (make of wire -Finolex/L&T/Anchor/Havells/V-Guard/Great White/Mescab/HPL) 2 X 4sq.mm +1 X 1.5sqmm.
Gear Shed -220.00
Total Quantity = 220.00 Rmt
220
29070
132.14
Recessed submain wiring alongwith earth wire with the following sizes of PVC insulated single core multistrand copper conductor ISI marked conforming to IS-694/1990 in 20mm dia non metallic heavy duty flexible conduit 1.6 mm in recessed PVC conduit as required (make of wire -Finolex/L&T/Anchor/Havells/V-Guard/Great White/Mescab/HPL) 2 X 6sq.mm +1 X 2.5sqmm.
Gear Shed & A. Hall -40.00
Total Quantity = 40 Rmt
40
6714
167.86
Recessed submain wiring alongwith earth wire with the following sizes of PVC insulated single core multistrand copper conductor ISI marked conforming to IS-694/1990 in 20mm dia non metallic heavy duty flexible conduit 1.6 mm in recessed PVC conduit as required (make of wire -Finolex/L&T/Anchor/Havells/V-Guard/Great White/Mescab/HPL) 2 X 10sq.mm + 1 X 4sqmm.
Gear Shed & A. Hall -40.00
Total Quantity = 40 Rmt
40
9571
239.28
Supply and fixing Earthing with G.I earth pipe 3mtr. Long 40mm dia ISI marked including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as required.
Standard earthing as per Govt. spcn.
Gear Shed & A. Hall -2.00
Total Quantity = 2.00 No
2
4212
2106.25
Supply and fixing of copper plate earthing( 600 X 600 X 3.15mm )with running copper flat 25 X 5mm from copper plate to funnel of 40mm dia G.I pipe including all accessories Gear Shed & A. Hall -2.00
Total Quantity = 2.00 No
2
22089
11044.64
S/F of Chemical earthing size of chemical earth bar 2 mtr, size of earth feet 3'X2"X9', chemical compound to be used 50 K.g
Gear Shed & A. Hall -2.00
Total Quantity = 2.00 No
2
35875
17937.5
Extra copper flat 25 X 6mm Gear Shed & A. Hall -3.00
Total Quantity = 3.00 No
3
1526
508.92
Supply and fixing of following way single pole and neutral sheet steel MCB distribution board 250V on surface/recess complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (but with out MCB/ RCCB/ Isolator) make-HPL/ Havells/ Legrand /L&T/C&S.)
8way, Double door
Gear Shed & A. Hall -4.00
Total Quantity = 4.00 No
4
7060
1765.17
Supply and fixing of 5Amp to 32A rating 240V "B" series MCB suitable for lighting and other loads of the following poles in the exiting MCB DB ISI marked complete with connections testing and commissioning etc. (make-HPL/ Havells/ Legrand /L&T/C&S)
Single pole (SP)
Gear Shed & A. Hall -24.00
Total Quantity = 24.00 No
24
3064
127.67
Supply and fixing of 5Amp to 32A rating 240V "B" series MCB suitable for lighting and other loads of the following poles in the exiting MCB DB ISI marked complete with connections testing and commissioning etc. (make-HPL/ Havells/ Legrand /L&T/C&S)
Single pole and Neutral (SP&N)
Gear Shed & A. Hall -24.00
Total Quantity = 24 No
24
8635
359.82
Supply and fixing of porcelain base kit kat (Anchor/Havells) 320/400Amp kit kat Gear Shed g& A. Hall -2.00
Total Quantity = 2.00 No
2
3648
1824.1
Supply ,installation, testing and commissioning of main switches (IS 13940 part-3/1993 ) of following capacity on existing surface/wall mounting and completer with HRC fuse links, interconnections, earthing (Make-Seimens/ HPL/ Anchor/ L&T/Havells/C&S/RK)
250/315Amp ICTPN main switch on MS angle frame
Gear Shed & A. Hall -2.00
Total Quantity = 2.00 No
2
25742
12871.42
Supply ,installation, testing and commissioning of main switches (IS 13940 part-3/1993 ) of following capacity on existing surface/wall mounting and completer with HRC fuse links, interconnections, earthing (Make-Seimens/ HPL/ Anchor/ L&T/Havells/C&S/RK)
400Amp TPN bus bar -400 X 50 X 6mm size
Gear Shed & A. Hall -2.00
Total Quantity = 2.00 No
2
11428
5714.28
Supply and fixing of different type of fitting with lamp 1' X 28watt T-5 fitting( Make-Bajaj/ Philips /Crompton)
Gear Shed & A. Hall -12.00
Total Quantity = 12.00 No
12
9021
751.78
Recessed fitting - 1 ' X 1' size 2 x 11watt CFL/PL-S fitting including lamp( Make-Bajaj/ Philips / Crompton/HPL)
Gear Shed & A. Hall -12.00
Total Quantity = 12.00 No
12
23614
1967.85
Gate/ Lawn light fitting with 1 X 18watt CFL lamp 16" size dia Make-Bajaj/ Philips / Crompton/ PAC/ OASIS/HPL)
Gear Shed & A. Hall -4.00
Total Quantity = 4.00No
4
11800
2950
Supply and fixing of changeover switch (Anchor/ Havells/ Apex)
250amp four pole (3pole neutral)
Gear Shed & A. Hall -2.00
Total Quantity = 2.00 No
2
26658
13329.46
S/F of 48" Ceiling fan Alluminium Body, Copper winding, High speed ceiling fan (Make-Crompton model-Jura, PolyCab (Model Vital, Polar Model Winpro) etc.
Gear Shed & A. Hall -12.00
Total Quantity = 12.00 No
12
28939
2411.6
Trenching with sand spreading and bricks laying and laying of cable in trench in 2 1/2' depth .pvc cable axceeding 35sqmm to 120sqmm Gear Shed & A. Hall -480.00
Total Quantity = 480 No
480
47568
99.1
Supply and fixing of piano type switch ISI marked on existing board/cover and connection as required.(Anchor/Cona/Havels, Great White)
5Amp socket Gear Shed -12.00
Total Quantity = 12.00 No
12
321
26.78
5Amp switch
Gear Shed & A. Hall -12.00
Total Quantity = 12.00 No
12
471
39.28
15Amp switch
Gear Shed & A. Hall -12.00
Total Quantity = 12.00 No
12
867
72.32
15Amp socket Gear Shed & A. Hall -12.00 No
Total Quantity = 12.00 No
12
846
70.53
Fixing charges of F.L fitting with all connections
Gear Shed & A. Hall -24.00 Nos
Total Quantity =24.00 Nos
24
1607
66.96
Fixing charges of ceiling fan with all connections Gear Shed & A. Hall -12.00 Nos
Total Quantity = 12.00 Nos
12
1285
107.14
16/18 SWG pannel box 36 X 24X 5= sq. inch for single door made out of CR sheet of 16SWG and boarder angle frame to provide above pannel with proper space ,hinges, and other accessories , hinged door must be painted one coated red oxide and two coat enamel gray paint. Gear Shed & A. Hall -1682.00 Sqinch
Total Quantity = 1682.00 Sqinch
1682
2253
1.34
Supply and fixing of internal wiring to equipment installed in the pannel board with required size of copper multistrand single core cables duly crimped with copper lugs and all connections 36 X 24 including cost of copper conductor and other fittings like gasket ,screw , nut and bolt , insulating materials etc.
Gear Shed & A. Hall -1682.00 Sqinch
Total Quantity = 1682.00 Sqinch
1682
1295
0.77
S/F of copper bus bar 50 x 8mm with required size of insulating material and nut and bolts Gear Shed & A. Hall -3.00 Rmt
Total Quantity = 3.00 Rmt
3
5030
1676.78
S/F of transparent glass for isolation L X B =sq.inch Gear Shed & A. Hall -355.00 Sqinch
Total Quantity = 355.00 Sqinch
355
134
0.38
Supply and fixing of Ammeter with selector switch including all connections Gear Shed & A. Hall -2.00Nos
Total Quantity = 2.00 Nos
2
2496
1248.21
Supply and fixing of voltmeter with selector switch including all connections Gear Shed & A. Hall -2.00 Nos
Total Quantity = 2.00 Nos
2
2496
1248.21
Supply and fixing of Indicator lamp with toggler switch and fuse Gear Shed & A. Hall -6.00 Nos
Total Quantity = 6.00 Nos
6
1296
216.07
Supply and fixing of C.T coil upto 400Amp including all connections Gear Shed & A. Hall -6.00 Nos
Total Quantity = 6.00 Nos
6
4607
767.85
Supply and fixing of Fire extinguisher (5 kg each )
Gear Shed & A. Hall -2.00Nos
Total Quantity =2.00 Nos
2
10714
5357.14
Supply and fixing of 16/18SWG metal box of following size (nominal size) on surface/Recess with suitable size of phenolic laminated sheet cover in front including cutting the wall and making good the same in cases of recessed conduit as required Gear Shed & A. Hall - 28.00 Nos
Total Quantity = 28.00 No
28
3174
113.39
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