Directorate Of Ports And Inland Water Transport Tender
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Directorate Of Ports And Inland Water Transport - PIWT Tender
Civil And Construction
Building Construction
Eprocure
Opening Date13 Dec 2023
Closing Date28 Dec 2023
Tender Amount₹ 2,20,37,098
Costs
EMD
₹ 2,21,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Renovation And Modernization Of Fish Landing Center At Talachua In Kendrapada District, Odisha
Description
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Contact
Tender Id
2023_PIWT_98263_1Bid Award Id
ViewTender No
DPIWT-19/2023-24Tender 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 excavation in 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. Pavement - 564.30 Cum
564.3
86845
153.9
Earth work excavation in 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. 20 Kl OHT - 84.00 Cum
84
12927
153.9
Earth work excavation in 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. Gabion Box - 153.00 Cum
153
23546
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 - 60.00 Nos
60
374610
6243.5
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.) Compound Wall - 110.00 Nos
110
686785
6243.5
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.) 20kl OHT - 12.00 Nos
12
74922
6243.5
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. Compound Wall - 110.00 Nos
110
89441
813.1
Cut & dress each pile head to required lines & levels etc. complete as per direction of the Engineer-in-charge. 20kl OHT - 12.00 Nos
12
9757
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 -103.89 Cum
103.89
131129
1262.2
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. Compound Wall - 24.74Cum
24.74
31226
1262.2
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. Internal R.C.C Road - 37.60Cum
37.6
47458
1262.2
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. Pavement - 188.10 Cum
188.1
237419
1262.2
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. 20 Kl OHT - 6.00 Cum
6
7573
1262.2
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. Gabion Box - 20.40 Cum
20.4
25748
1262.2
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 -21.66 Cum
21.66
141387
6527.6
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. Compound Wall - 16.50 Cum
16.5
107705
6527.6
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. Internal R.C.C Road - 37.60 Cum
37.6
245437
6527.6
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. Pavement - 188.10 Cum
188.1
1227841
6527.6
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. 20 Kl OHT - 5.10 Cum
5.1
33290
6527.6
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 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 -59.06 Cum
59.06
411860
6973.6
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 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 Compound Wall - 46.05 Cum
46.05
321134
6973.6
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 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 Internal R.C.C Road - 56.40Cum
56.4
393311
6973.6
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 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
222318
6973.6
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 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 Pavement - 282.15 Cum
282.15
1967601
6973.6
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 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 - 44.02 Cum
44.02
311010
7065.2
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 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 directe First Floor 20 Kl OHT - 3.51 Cum
3.51
24798
7065.2
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 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 directe Second Floor Gear Shed Head room - 2.73 Cum
2.73
19575
7170.5
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 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 directe Second Floor 20 Kl OHT - 16.65 Cum
16.65
119388
7170.5
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 Gear Shed -84.50 Qntl
84.5
754069
8923.9
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. Ground Floor Internal R.C.C Road - 22.56 Qntl
22.56
201323
8923.9
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. Ground Floor Pavement - 98.75 Qntl
98.75
881235
8923.9
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. Ground Floor 20 Kl OHT - 46.22 Qntl
46.22
412462
8923.9
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. Ground Floor Compound Wall - 104.90 Qntl
104.9
936117
8923.9
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. First Floor Gear Shed - 45.61 Qntl
45.61
418708
9180.2
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 OHT - 3.51 Qntl
3.51
32222
9180.2
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
25796
9449.3
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 OHT - 16.65 Qntl
16.65
157330
9449.3
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. foundation and foooting 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 foooting bases of columns mass concrete pre-cast slab etc. Internal R.C.C Road - 42.00 Sqm
42
9823
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 foooting bases of columns mass concrete pre-cast slab etc.
20 Kl OHT - 12.96 Sqm
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 foooting bases of columns mass concrete pre-cast slab etc.
Pavement - 2216.00Sqm
2216
518322
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 -211.42 Sqm
211.42
213809
1011.3
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. Beams, Columns, Grider and Bressmer etc. Ground Floor Compound Wall - 506.00 Sqm
506
511717
1011.3
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. Beams, Columns, Grider and Bressmer etc. Ground Floor 20 Kl OHT - 123.30 Sqm
123.3
124693
1011.3
R.C.C. Beams, Columns, Grider and Bressmer etc. First Floor Gear Shed - 184.42Qntl
184.42
223812
1213.6
R.C.C. Beams, Columns, Grider and Bressmer etc. First Floor 20 Kl OHT - 34.20 Qntl
34.2
41505
1213.6
R.C.C. Beams, Columns, Grider and Bressmer etc. Second Floor 20 Kl OHT - 23.40 Total Quantity = 23.40 Sqm
23.4
34077
1456.3
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. Lintel
Ground Floor
Gear Shed - 61.47 Total Quantity = 61.47 Sqm
61.47
32376
526.7
R.C.C. Lintel
First Floor Gear Shed - 61.47 Total Quantity = 61.47 Sqm
61.47
38855
632.1
R.C.C. Lintel
Second Floor Gear Shed Head Room - 22.22 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. Floor and Roof slab,landing,balconies, projecting, sun shades and chajjas up to 4.3Mtr. Height.
Ground Floor
Gear Shed - 210.52
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. Floor and Roof slab,landing,balconies, projecting, sun shades and chajjas up to 4.3Mtr. Height.
Ground Floor 20 Kl OHT -26.55 Sqm
26.55
17838
671.9
R.C.C. Floor and Roof slab,landing,balconies, projecting, sun shades and chajjas up to 4.3Mtr. Height.
First Floor Gear Shed - 210.52 Sqm
210.52
169742
806.3
R.C.C. Floor and Roof slab,landing,balconies, projecting, sun shades and chajjas up to 4.3Mtr. Height.
First Floor 20 Kl OHT -124.92 Sqm
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. Staircase
Ground Floor
Gear Shed - 12.15 Total Quantity = 12.15 Sqm
12.15
10665
877.8
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. Staircase
First Floor Gear Shed - 12.15 Total Quantity = 12.15 Sqm
12.15
12798
1053.4
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 - 6.61 Cum
6.61
41605
6294.3
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) Compound Wall - 18.56 Cum
18.56
116822
6294.3
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) 20kl OHT - 14.38 Cum
14.38
90512
6294.3
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 Gear Shed - 11.95Cum
11.95
75613
6327.5
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 Compound Wall - 92.81 Cum
92.81
587255
6327.5
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 Total Quantity = 11.95 Sqm
11.95
79052
6615.3
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) Second Floor Gear Shed Head Room - 33.00 Total Quantity = 33.00 Sqm
33
229221
6946.1
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. Ground Floor Gear Shed - 839.06 Sqm
839.06
147674
176
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 Compound Wall - 1113.75 Sqm
1113.75
196020
176
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 OHT = 161.21 Sqm
161.21
28372
176
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
150695
179.6
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 20KL OHT = 46.80 Sqm
46.8
8405
179.6
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. Second Floor
Gear Shed - 223.83 Sqm
223.83
41005
183.2
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 OHT = 110.88 Sqm
110.88
20313
183.2
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. 20 KL OHT - 48.60 Total Quantity = 48.60 Sqm
48.6
8796
181
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. Gear Shed - 195.54 Total Quantity = 195.54 Sqm
195.54
69807
357
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 Total Quantity = 195.54 Sqm
195.54
81637
417.5
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. Second Floor
Gear Shed - 21.47 Total Quantity = 21.47 Sqm
21.47
9708
452.2
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
352625
1992.8
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 Protection of Revetment - 445.12Sqm
445.12
887035
1992.8
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 Total Quantity = 176.95 Sqm
176.95
408559
2308.9
Fixing Granite Tiles in Dados Skirting & Risers of steps of 12mm thick cement plaster (1:3) jointed with cement slurry mixed with pigment 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
29.18
54414
1864.8
Fixing Granite Tiles in Dados Skirting & Risers of steps of 12mm thick cement plaster (1:3) jointed with cement slurry mixed with pigment 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 Protection of Revetment - 30.84 Sqm
30.84
57510
1864.8
Fixing Granite Tiles in Dados Skirting & Risers of steps of 12mm thick cement plaster (1:3) jointed with cement slurry mixed with pigment 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 Total Quantity = 29.18 Sqm
29.18
68292
2340.4
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, of all materials etc. complete as directed by the Engineering-in-charge.
Gear Shed - 2.52 Total Quantity = 2.52Sqm
2.52
27752
11012.7
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.
Ground Floor Gear Shed - 839.06 Total Quantity = 839.06 Sqm
839.06
23241
27.7
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
23577
28.1
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 - 223.83 Total Quantity = 223.83 Sqm
223.83
6379
28.5
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 over a coat of primer with water bond cement primer 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
56026
152.5
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 over a coat of primer with water bond cement primer 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 20 KL OHT -107.91Sqm
107.91
16456
152.5
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 over a coat of primer with water bond cement primer 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 Compound Wall - 1113.75 Sqm
1113.75
169846
152.5
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 over a coat of primer with water bond cement primer 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 - 367.39 Sqm
367.39
57202
155.7
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 over a coat of primer with water bond cement primer 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 20 KL OHT - 46.80 Sqm
46.8
7286
155.7
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 over a coat of primer with water bond cement primer 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 - 174.45 Sqm
174.45
27737
159
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 over a coat of primer with water bond cement primer 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 20 KL OHT -110.88 Sqm
110.88
17629
159
Distempering to walls with distemper of approved shade on new work two coat to give an even shade of approved make & shade manufactured by reputed manufacturer like NEROLAC / ASIAN / BERGER / DULOX or equivalent including cost, conveyance, taxes of all materials, cost of all labours, labour cess, T & P, sundries etc. as required for the work complete in all respect as per the direction of the Engineer-in-Charge. Ground Floor
Gear Shed - 471.67 Total Quantity = 471.67 Sqm
471.67
35422
75.1
Distempering to walls with distemper of approved shade on new work two coat to give an even shade of approved make & shade manufactured by reputed manufacturer like NEROLAC / ASIAN / BERGER / DULOX or equivalent including cost, conveyance, taxes of all materials, cost of all labours, labour cess, T & P, sundries etc. as required for the work complete in all respect as per the direction of the Engineer-in-Charge. First Floor Gear Shed - 471.67 Total Quantity = 471.67Sqm
471.67
36177
76.7
Distempering to walls with distemper of approved shade on new work two coat to give an even shade of approved make & shade manufactured by reputed manufacturer like NEROLAC / ASIAN / BERGER / DULOX or equivalent including cost, conveyance, taxes of all materials, cost of all labours, labour cess, T & P, sundries etc. as required for the work complete in all respect as per the direction of the Engineer-in-Charge. Second Floor
Gear Shed - 49.38 Total Quantity = 49.38 Sqm
49.38
3871
78.4
Priming one coat with any approved primer including cost of material & labour including cost, conveyace, taxes, cost of all labour etc.complete as per the direction of the Engineer-in-charge.
Ground Floor
Gear Shed - 367.39 Total Quantity = 367.39 Sqm
367.39
24100
65.6
Priming one coat with any approved primer including cost of material & labour including cost, conveyace, taxes, cost of all labour etc.complete as per the direction of the Engineer-in-charge.
First Floor Gear Shed - 367.39 Total Quantity = 367.39 Sqm
367.39
24651
67.1
Priming one coat with any approved primer including cost of material & labour including cost, conveyace, taxes, cost of all labour etc.complete as per the direction of the Engineer-in-charge.
Second Floor
Gear Shed - 43.20 Total Quantity = 43.20 Sqm
43.2
2967
68.7
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 20 KL OHT - 107.91 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
20 KL OHT - 46.80 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
20 KL OHT - 110.88 Total Quantity = 110.88Sqm
110.88
8304
74.9
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.
Ground Floor
Gear Shed - 122.55 Total Quantity = 122.55 Sqm
122.55
26458
215.9
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.
Ground Floor
Gear Shed - 46.50 Sqm
46.5
213476
4590.9
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.
Ground Floor
20 KL OHT - 25.00 Sqm
25
114772
4590.9
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.
20 KL OHT - 14.00 Total Quantity = 14.00Sqm
14
179373
12812.4
Supplying, fitting, fixing of RCC Jali 25mm thick in the specified place including all fitting including cost of materials all labour scafolding etc. complete as per direction of Engineer-in-charge. Gear Shed - 1.89 Total Quantity = 1.89 Sqm
1.89
4976
2632.88
Providing & fixing 25mm thick Bitumenous expansion joint board (I.S.I) in expansion joint complete as per drawaing & Technical Specification.
Internal RCC Road - 128.00 Sqm
128
30310
236.8
Providing & fixing 25mm thick Bitumenous expansion joint board (I.S.I) in expansion joint complete as per drawaing & Technical Specification.
Pavement - 1148 Sqm
1148
271846
236.8
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.
6
454620
75770
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.
Protection of Jetty - 68.00
Total Quantity = 68.00Cum
68
236028
3471
Providing & fixing of Geo Textile filter 120 GSM and including cost conveyance etc applicable as per spcification and direction of engineer in charge. Protection of Jetty - 204.00
Total Quantity = 204.00Sqm
204
31926
156.5
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 .
Protection of Jetty - 69.00
Total Quantity = 69.00 Nos
69
327577
4747.5
Gravel backing to revetment and including cost conveyance etc applicable as per spcification and direction of engineer in charge. Protection of Revetment - 89.25
Total Quantity = 89.25 Cum
89.25
187782
2104
Rough stone dry packing in approns and revetments with hard granite stones(15cm to 30cm) and including cost conveyance etc applicable as per spcification and direction of engineer in charge. Protection of Revetment - 178.50
Total Quantity = 178.50 Cum
178.5
480325
2690.9
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.
1
25436
25436.9
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
Total Quantity = 109.20 Sqm
109.2
411084
3764.51
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
Total Quantity = 12.00 Sqm
12
47592
3966
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) Group-A -L.P-20 F.P-1 C.B.P-10
Gear Shed -50.00
Total Quantity = 50 No
50
18169
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 -200.00
Total Quantity = 200.00Mtr
200
19464
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 Separate Gear Shed -14
Total Quantity =14.00Nos
14
5199
371.42
Supply and fixing of 5Amp plug with switch on existing board (Piano type )
Gear Shed -14
Total Quantity =14.00Nos
14
937
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 -14
Total Quantity =14.00Nos
14
2137
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 -14
Total Quantity =14.00Nos
14
3262
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 -260
Total Quantity =260 Mtr
260
29250
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 -260
Total Quantity =260 Mtr
260
34356
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 -60.00
Total Quantity =60.00 Mtr
60
10071
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 -60.00
Total Quantity =60.00 Mtr
60
14356
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 -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 -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 -2.00
Total Quantity = 2.00 No
2
35875
17937.5
Extra copper flat 25 X 6mm Gear Shed -3.00
Total Quantity = 3.00 Mtr
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 -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 -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 -24.00
Total Quantity = 20.00 No
24
8635
359.82
Supply and fixing of porcelain base kit kat (Anchor/Havells)
Gear Shed -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 -2.00
Total Quantity = 2.00 No
2
25742
12871.42
Supply and fixing of copper bus bar with suitable sheet metal enclosure on MS angle frame with proper grouting on wall including all connections. 400Amp TPN bus bar -400 X 50 X 6mm size
Gear Shed -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 -14.00
Total Quantity = 14.00 No
14
10524
751.78
Recessed fitting - 1 ' X 1' size 2 x 11watt CFL/PL-S fitting including lamp( Make-Bajaj/ Philips / Crompton/HPL)
Gear Shed -14.00
Total Quantity = 14.00 No
14
27549
1967.85
Gate/ Lawn light fitting with 1 X 18watt CFL lamp 16" size dia Make-Bajaj/ Philips / Crompton/ PAC/ OASIS/HPL)
Gear Shed -4.00
Total Quantity = 4.00 No
4
11800
2950
Supply and fixing of changeover switch (Anchor/ Havells/ Apex)
250amp four pole (3pole neutral)
Gear Shed -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 -14.00
Total Quantity = 14.00 No
14
33762
2411.6
Cable laying 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 -600.00
Total Quantity = 600.00 Mtr
600
59460
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 switch Gear Shed -12.00
Total Quantity =12.00 No
12
321
26.78
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
471
39.28
Supply and fixing of piano type switch ISI marked on existing board/cover and connection as required.(Anchor/Cona/Havels, Great White)
15Amp socket
Gear Shed -14.00
Total Quantity =14.00 No
14
1012
72.32
Supply and fixing of piano type switch ISI marked on existing board/cover and connection as required.(Anchor/Cona/Havels, Great White)
15Amp switch Gear Shed -14.00
Total Quantity =14.00 No
14
987
70.53
Fixing charges of F.L fitting with all connections
Gear Shed -24.00
Total Quantity =24.00 No
24
1607
66.96
Fixing charges of ceiling fan with all connections Gear Shed -14.00
Total Quantity =14.00 No
14
1499
107.14
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 150mm X 150mm X 60mm deep
Gear Shed -28.00
Total Quantity =28.00 No
28
3174
113.39
Supply , installation , testing and commissioning INDOOR pannel board with danger board 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 -1710.00
Total Quantity =1710.00 Sq.inch
1710
2291
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 -1710.00
Total Quantity =1710.00 Sq.inch
1710
1316
0.77
S/F of copper bus bar 50 x 8mm with required size of insulating material and nut and bolts Gear Shed -3.00
Total Quantity = 3.00Mtr
3
5030
1676.78
S/F of transparent glass for isolation L X B =sq.inch Gear Shed -390.00
Total Quantity = 390.00sq.inch
390
148
0.38
Supply and fixing of Ammeter with selector switch including all connections Gear Shed -2.00
Total Quantity = 2.00 No
2
2496
1248.21
Supply and fixing of voltmeter with selector switch including all connections Gear Shed -2.00
Total Quantity = 2.00 No
2
2496
1248.21
Supply and fixing of Indicator lamp with toggler switch and fuse Gear Shed -6.00
Total Quantity = 6.00 No
6
1296
216.07
Supply and fixing of C.T coil upto 400Amp including all connections Gear Shed -6.00
Total Quantity = 6.00 No
6
4607
767.85
S/F of Fire extinguisher (5 kg each )
Gear Shed -5.00
Total Quantity = 5.00 No
5
26785
5357.14
Installation of 63 KVA, 11/4KV pole mounted sub-station using 9mtr long PSC pole with state ratted transformer as per the specification & estimate of CESU.
1
405000
405000
LT line 3ph 4W using 3x50+1x35 sqmm XLPE ABC &8 mtr long PSC poles with fittings with all materials required for the same as per the specification & estimate of CESU.
0.5
175606
351213
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