Public Health Engineering And Water Supply Department Tender
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Public Health Engineering And Water Supply Department Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date3 Dec 2024
Closing Date17 Dec 2024
Tender Amount₹ 37,77,00,000
Costs
EMD
₹ 75,54,000Document Cost
₹ 20,000Tender Fee
Refer Documents
Summary
Integrated Smart Drinking Water Supply To Basar Township And Its Peripherals Settlement 1.6 Mld
Description
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Contact
Tender Id
2024_PHEWD_2011_1Bid Award Id
ViewTender No
PHEDB/NESIDS/NIT-31/2020-24 Dated 02/12/2024Tender Authority
Public Health Engineering And Water Supply Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
ii) Earth work in excavation in saturated soil upto a depth of 61 cm including pumping or bailing out water and disposing of excavated soil, lead upto 50 m and lift upto 1.50 m.
160.83
100
-
... More
iii) Excavation in hard rock by chiselling including stacking of serviceable material and disposal of unserviceable material lead upto 50 m and lift upto 1.50 m.
128.66
100
-
... More
b. Dry stone pitching 22.50 cm thick including supply of stone and preparing of site complete etc.
12.04
100
-
... More
c. Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.
12.04
100
-
... More
d. Providing and laying cement concrete 1 : 3 : 6 (stone aggregate 40 mm) excluding the cost of centring an shuttering in Foundations and plinth:
18.37
100
-
... More
e. Reinforcement of RCC work including bending, binding and placing in position complete.
8599.56
100
-
... More
f. Centring and shuttering including strutting, propping etc and removal of form work in:
-
-
-
... More
i) Foundation, footings etc.
11.06
100
-
... More
ii) Walls
379.69
100
-
... More
g. Proving & Laying RCC work 1:1.5:3 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering and reinforcement.
1.67
100
-
... More
h. Proving & Laying RCC work 1:1.5:3 (aggregate 20 mm) in walls including attached pillasters, buttresses etc. with cement mortar 1 : 3 etc excluding cost of centering & shuttering and reinforcement.
102.02
100
-
... More
i. 12 mm cement plaster 1 : 3.
289.13
100
-
... More
j. Neat cement punning
289.13
100
-
... More
k. Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
14.35
100
-
... More
l. Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar by truck for an average lead of 91.0 km
54.13
100
-
... More
m. Mechanical carriage of best quality Sand from nearest quarry to nearest road point of village for an average lead of 71.0km
95.22
100
-
... More
n. Mechanical carriage of best quality aggregates from nearest quarry to nearest road point of village for an average lead of 71.0km
195.43
100
-
... More
o. Mechanical carriage of best quality boulders from nearest quarry to nearest road point of village for an average lead of 26.0km
27.69
100
-
... More
p. Head load carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site for an average lead of 1.0km
54.13
100
-
... More
Construction of Pre-Sedimentation Tank
-
-
-
... More
a. Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size etc.
235.98
100
-
... More
b. Excavation in foundation
-
-
-
... More
i) Hard soil in Foundation, Footings etc.
104.9
100
-
... More
ii) Excavation in hard rock by chiselling including stacking of serviceable material and disposal of unserviceable material lead upto 50 m and lift upto 1.50 m.
69.94
100
-
... More
c. Dry stone pitching 22.50 cm thick including supply of stone and preparing of site complete etc.
68.12
100
-
... More
d. Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.
68.12
100
-
... More
e. Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
10.22
100
-
... More
f. Reinforcement of RCC work including bending, binding and placing in position complete etc.
5680.37
100
-
... More
g. Centering & Shuttering including strutting, propping etc and removal of form work for:
-
-
-
... More
i) Foundation, Footings etc.
12.81
100
-
... More
ii) Walls etc.
186
100
-
... More
iii) Suspended floors, roofs, landings etc.
44.91
100
-
... More
h. Proving & Laying RCC work 1:1.5:3 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering and reinforcement.
13.62
100
-
... More
i. Proving & Laying RCC work 1:1.5:3 (aggregate 20 mm) in walls including attached pillasters, buttresses etc. with cement mortar 1 : 3 etc excluding cost of centering & shuttering and reinforcement.
18.6
100
-
... More
j. Proving & Laying RCC work 1:2:4 (aggregate 20 mm) in suspended floors, roofs, landings and balconies etc but excluding cost of centering & shuttering and reinforcement.
4.9
100
-
... More
k. Making plinth protection 50 mm thick of CC 1 : 3 : 6 (aggregate 20 mm ) over 75 mm bed of stone ballast 40 mm etc including finishing the top smooth.
17
100
-
... More
l. 12 mm cement plaster 1 : 3.
304.3
100
-
... More
m. Neat cement punning
143
100
-
... More
n. White washing with lime on new work (three or more coats) to give an even shade.
148.66
100
-
... More
o. Colour washing such as green, blue or buff on new work (two or more coats) i/c a base coat of white washing with lime to give an even shade.
148.66
100
-
... More
p. Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar truck for an average lead of 91.0km
24.39
100
-
... More
q. Mechanical carriage of Sand to nearest road point for an average lead of 71.0km
42.4
100
-
... More
r. Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0km
79.47
100
-
... More
s. Mechanical carriage of boulders to nearest road point for an average lead of 26.0km
23.51
100
-
... More
t. Head load carriage of engineering materials from nearest road point of site to work site for an average lead of 1.0km
169.77
100
-
... More
a) RCC Barrage for pumping system, structure for pump house and jack well for pumping main. (b) Supply installation, testing, commissioning of raw water pump set 190KW each pump (2W + 1S) with VFD, mechanical pump mounting system, 100 dynamic head and pumping capacity upto 1.0 MLD. (c) 11KV dedicated electric corridor (Length 9.0km for Intake and WTP installation of 63KVA, 11/0.415KV Sub station at Nyodu Galu tri-junction for water treatment plant. (d) Pressure transmitter (2 Nos.), level transmitter (1 No.), flanges, dismantling joints etc and supply and installation, testing & commissioning of electro-mechanical items like foot valves with striner (2 nos), NRV (3 Nos), Actuated Butterfly valve (2 nos), Isolation gate valve (3 nos), surge anticipation control valve (1 no.), flow meter (2 nos) and vaccum gauge (e) Supply installation, testing, commissioning 250KVA generator set for pump house
-
-
-
... More
a) C/O 11KV line with 12 Mtr Steel Tubular Pole & 6/1/2.59 sqmm ( Weasel ) ACSR conductor.
8.26
100
-
... More
b) C/o LT line with 7.5 Mtr Steel Tubular Pole, 6/1/2.11sqmm ACSR conductor ( Squirrel ) & Street Lightnings
1.89
100
-
... More
c) Supply & Installation of 100 KVA, 11/0.4KV Distribution Transformer.
2
100
-
... More
d) Supply, Installation, Testing & comissioning of Raw Water Pump Set 190KW each Pump (2W+1S) with VFD, mechnical pump mounting system, 100m dyanamic Head and Pumping capacity upto 1MLD
3
100
-
... More
e) Supply, Installation, Testing & comissioning Electro-Mechnical Items-Foot Valves with Strainer (3Nos), NRV(3Nos), Actuated Butterfly valve (3Nos), Isolation Gate Valve (3Nos), Surge Anticipation Control valve (1 Nos), Flow Meter (3Nos), Pressure Gauge (3Nos), Vaccum Gauge (3Nos), Pressure Transmitter (3Nos), Level Transmitter (1Nos), armoured wirings and fittings- Nut & Bolt(HT10.9), Gasket(EPDM), Flanges, Dismentling Joints etc
1
100
-
... More
f) Supply, Installation, Testing & Comissioning 250 KVA Generator set for Pump House
1
100
-
... More
g) C/O RCC Barrage for Pumping system
-
-
-
... More
a. Excavation in foundation
-
-
-
... More
I) Saturated soil
160.71
100
-
... More
II) Hard Rock
160.71
100
-
... More
b. Dry stone pitching including supply of stone and preparing surface complete (including carriage of stone for 5 km lead).
13.53
100
-
... More
b. Providing and laying cement concrete 1:1.5:3 in retaining walls, return walls,
105
100
-
... More
c. R.C.C. 1:1.5:3 in wall
320
100
-
... More
d. Centering and shuttering in wall
566.12
100
-
... More
e. Reinforcement for R.C.C. work
9015.17
100
-
... More
f. Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar by truck for an average lead of 91.0 km
56.43
100
-
... More
g. Mechanical carriage of best quality Sand from nearest quarry to nearest road point of village for an average lead of 71.0km
79.65
100
-
... More
h. Mechanical carriage of best quality aggregates from nearest quarry to nearest road point of village for an average lead of 71.0km
159.31
100
-
... More
i. Mechanical carriage of best quality boulders from nearest quarry to nearest road point of site for an average lead of 26.0km
14.21
100
-
... More
j. Head load carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site for an average lead of 1.0 km
321.39
100
-
... More
viii) C/O Civil Stuructures for Pump House
1
100
-
... More
ix) C/O JackWell for Pumping main
1
100
-
... More
C/o Raw water storage tank
-
-
-
... More
a. Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size etc.
-
-
-
... More
i) Hard soil
270
100
-
... More
ii) Ordinary Rock
270
100
-
... More
b. Earth work in excavation in foundation
-
-
-
... More
i) Hard soil
162.61
100
-
... More
ii) Excavation in hard rock by chiselling including stacking of serviceable material and disposal of unserviceable material lead upto 50 m and lift upto 1.50 m.
162.61
100
-
... More
c. Stone soling
162.61
100
-
... More
d. Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.
162.61
100
-
... More
e. Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
24.39
100
-
... More
f. Reinforcement of RCC work including bending, binding and placing in position complete etc.
10986
100
-
... More
g. Centering & Shuttering including strutting, propping etc and removal of form work for:
-
-
-
... More
i) Foundation, Footings etc.
18.34
100
-
... More
ii) Walls etc.
234
100
-
... More
h. Proving & Laying RCC work 1:1.5:3 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering and reinforcement.
35.52
100
-
... More
i) Proving & Laying RCC work 1:1.5:3 (aggregate 20 mm) in walls including attached pillasters, buttresses etc. with cement mortar 1 : 3 etc excluding cost of centering & shuttering and reinforcement.
23.4
100
-
... More
j) Making plinth protection 50 mm thick of CC 1 : 3 : 6 (aggregate 20 mm ) over 75 mm bed of stone ballast 40 mm etc including finishing the top smooth.
24
100
-
... More
k. 12 mm cement plaster 1 : 3.
381.25
100
-
... More
l. Neat cement punning
250.4
100
-
... More
m. White washing with lime on new work (three or more coats) to give an even shade.
191.85
100
-
... More
n. Colour washing such as green, blue or buff on new work (two or more coats) i/c a base coat of white washing with lime to give an even shade.
191.85
100
-
... More
o. Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar truck for an average lead of 91.0km
24.39
100
-
... More
p. Mechanical carriage of Sand to nearest road point for an average lead of 71.0km
42.4
100
-
... More
q. Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0km
79.47
100
-
... More
r. Mechanical carriage of boulders to nearest road point for an average lead of 26.0km
23.51
100
-
... More
s. Head load carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site for an average lead of 1.0km
24.39
100
-
... More
C/o Sedimentation Tank (1 No.)
-
-
-
... More
a. Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size etc.
351.12
100
-
... More
b. Earth work in excavation
-
-
-
... More
i) Hard soil
294.26
100
-
... More
ii) Excavation in hard rock by chiselling including stacking of serviceable material and disposal of unserviceable material lead upto 50 m and lift upto 1.50 m.
196.18
100
-
... More
c. Stone soling
213.92
100
-
... More
d. Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.
213.92
100
-
... More
e. Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
32.09
100
-
... More
f. Reinforcement of RCC work including bending, binding and placing in position complete etc.
15911.5
100
-
... More
g. Centering & Shuttering including strutting, propping etc and removal of form work for:
-
-
-
... More
i) Foundation, Footings etc.
21.21
100
-
... More
ii) Walls etc.
286
100
-
... More
iii) Suspended floors, roofs, landings etc.
176.91
100
-
... More
h. Proving & Laying RCC work 1:1.5:3 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering and reinforcement.
42.78
100
-
... More
i. Proving & Laying RCC work 1:1.5:3 (aggregate 20 mm) in walls including attached pillasters, buttresses etc. with cement mortar 1 : 3 etc excluding cost of centering & shuttering and reinforcement.
28.6
100
-
... More
j. Proving & Laying RCC work 1 : 2 : 4 (aggregate 20 mm) in suspended floors, roofs, landings and balconies etc but excluding cost of centering & shuttering and reinforcement.
18.46
100
-
... More
k. Making plinth protection 50 mm thick of CC 1 : 3 : 6 (aggregate 20 mm ) over 75 mm bed of stone ballast 40 mm etc including finishing the top smooth.
29
100
-
... More
l. 12 mm cement plaster 1 : 3.
689.9
100
-
... More
m. Neat cement punning
331.4
100
-
... More
n. White washing with lime on new work (three or more coats) to give an even shade.
336.26
100
-
... More
o. Colour washing such as green, blue or buff on new work (two or more coats) i/c a base coat of white washing with lime to give an even shade.
336.26
100
-
... More
p. Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar truck for an average lead of 91.0km
24.39
100
-
... More
q. Head load carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site for an average lead of 0.50km
24.39
100
-
... More
r. Mechanical carriage of Sand to nearest road point for an average lead of 71.0km
42.4
100
-
... More
s. Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0km
79.47
100
-
... More
t. Mechanical carriage of boulders to nearest road point for an average lead of 26.0km
23.51
100
-
... More
Construction of Aerator
-
-
-
... More
a. Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50 m.
-
-
-
... More
i) Hard soil
17.59
100
-
... More
ii) Hard rock
17.59
100
-
... More
b. Dry Stone Pitching 22.5cm thick i/c supplying of stone and prepearing surface complete (I/c carriage of stone for a lead of 5km)
22.58
100
-
... More
c. Providing & laying in foundation and plinth CC 1:3:6 excluding the cost of centering and shuttering.
3.51
100
-
... More
d. Reinforced cement concrete work 1:1.5:3 in foundations, footings, bases of columns etc. and Mass concrete excluding cost of centering, shuttering and reinforcement in 1:1.5:3 for foundation.
21.08
100
-
... More
e. Reinforced cement concrete work in lintels, beams and bresumers upto floor ………. But excluding the cost of centering, shuttering and rainforcement :- 1:1.5:3.
3.46
100
-
... More
f. Reinforced cement concrete work in columns, pillars,piers,abutments,post and struts etc upto floor ………. But excluding the cost of centering, shuttering and rainforcement :- 1:2:4:
3.21
100
-
... More
g. Reinforced cement concrete work in walls(any thickness), ……. etc upto floor ………. But excluding the cost of centering, shuttering and rainforcement :- 1:1.5:3:
1.26
100
-
... More
h. Reinforced cement concrete work in suspended floors, ……. etc upto floor ………. But excluding the cost of centering, shuttering and rainforcement :- 1:2:4:
5.72
100
-
... More
i. Reinforcement including bending and binding and placing in position
1820
100
-
... More
j. Centering, shuttering including strutting, propping etc and removal of form work for :
-
-
-
... More
Foundation
20.11
100
-
... More
Aquaduct support pillar
58.79
100
-
... More
intermediate & top beam
23.88
100
-
... More
slabs
56.38
100
-
... More
Wall
9.06
100
-
... More
Beam
8.14
100
-
... More
k. 12 mm thick cement plaster 1: 3
104.72
100
-
... More
l. Neat cement punning
104.72
100
-
... More
m. Mechanical carriage of MS Rods, Cement and other engineering materials from Basar to nearest road point of village by tractor for an average lead of 91.0km
20.62
100
-
... More
n. Mechanical carriage of Sand to nearest road point for an average lead of 71.0km
27.55
100
-
... More
o. Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0km
56.76
100
-
... More
p. Mechanical carriage of boulders to nearest road point for an average lead of 26.0km
10.97
100
-
... More
C/O High Rate Solid Contact Clarifloculator (HRSCC) capacity upto 1.60MLD
1
100
-
... More
Design ,Construction ,Supply of Materials , Erection , Installation & Commissioning of Complete WTP Pressure filteration System Plant of average 1 Lakhs/hr capacity with SCADA compatible Pressure monitoring and back washing mechanisam.
1
100
-
... More
UV System as disinfeectant, Activated Carbon filter, SCADA, Water Testing equipments, energy backup.
1
100
-
... More
Construction of Clear Water Reservoir
-
-
-
... More
a. Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size etc.
208.62
100
-
... More
b. Excavation in foundation
-
-
-
... More
i) Hard soil
155.66
100
-
... More
ii) Excavation in hard rock by chiselling including stacking of serviceable material and disposal of unserviceable material lead upto 50 m and lift upto 1.50 m.
103.78
100
-
... More
c. Stone soling
107.42
100
-
... More
d. Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.
107.42
100
-
... More
e. Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
16.11
100
-
... More
f. Reinforcement of RCC work including bending, binding and placing in position complete etc.
14955.17
100
-
... More
g. Centering & Shuttering including strutting, propping etc and removal of form work for:
-
-
-
... More
i) Foundation, Footings etc.
17.04
100
-
... More
ii) Walls etc.
192.4
100
-
... More
iii) Suspended floors, roofs, landings etc.
105.49
100
-
... More
h. Proving & Laying RCC work 1:1.5:3 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering and reinforcement.
26.86
100
-
... More
i. Proving & Laying RCC work 1:1.5:3 (aggregate 20 mm) in walls including attached pillasters, buttresses etc. with cement mortar 1 : 3 etc excluding cost of centering & shuttering and reinforcement.
24.05
100
-
... More
j. Proving & Laying RCC work 1 : 2 : 4 (aggregate 20 mm) in suspended floors, roofs, landings and balconies etc but excluding cost of centering & shuttering and reinforcement.
15.82
100
-
... More
k. Making plinth protection 50 mm thick of CC 1 : 3 : 6 (aggregate 20 mm ) over 75 mm bed of stone ballast 40 mm etc including finishing the top smooth.
20
100
-
... More
l. 12 mm cement plaster 1 : 3.
504.63
100
-
... More
m. Neat cement punning
185.6
100
-
... More
n. White washing with lime on new work (three or more coats) to give an even shade.
309.78
100
-
... More
o. Colour washing such as green, blue or buff on new work (two or more coats) i/c a base coat of white washing with lime to give an even shade.
309.78
100
-
... More
p. Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar truck for an average lead of 91.0km
24.39
100
-
... More
q. Head load carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site for an average lead of 0.50km
24.39
100
-
... More
r. Mechanical carriage of Sand to nearest road point for an average lead of 71.0km
42.4
100
-
... More
s. Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0km
79.47
100
-
... More
t. Mechanical carriage of boulders to nearest road point for an average lead of 26km
23.51
100
-
... More
Design & Construction of Sludge Pit & Sludge Disposal System at WTP
1
100
-
... More
Control room i/c store room for treatment plant accessories and chemical
60
100
-
... More
WTP of capacity 1.60MLD with Automation by SCADA system for complete monitoring of water supply system with Min 100" Monitoring ststion, wireless communication systens, Firewalls, LAN, Switch, Internet connectivity, cables and required instruments, Electronics with complete trails training and handover.
1
100
-
... More
Land development for WTP
-
-
-
... More
a) Soils containing 50% or more
4452
100
-
... More
b) Ordinary Rock
1902
100
-
... More
Construction of 1 (One) no. of security hut at WTP
24
100
-
... More
Construction of Type-I Qtr at WTP = 1 no
32
100
-
... More
Conference Hall
64
100
-
... More
Wireless Surveillance security cameras at Intake works and WTP (4 nos)
1
100
-
... More
Water distribution network including pipe length of 10.20km dia from 50mm to 200mm HDPE pipe from WTP to various zonal tanks, bulk flow metres (29nos), pressure transmitter, level transmitter at all zonal tanks/WTP/Pump house, air valves, scour drain valves, isolation gates with fittings and trenching, refilling, saddle support, thrust block etc complete pipe dia (i) DMA-1 32mm to 110mm = 3187m, (ii) DMA-2 32mm to 160mm = 3322m, (iii) DMA-3, 32mm to 160mm = 1334m, (iv) DMA-4, 32mm to 160mm = 1543m, (v) DMA-5, 32mm to 160mm = 2272m, (vi) DMA-6, 32mm to 160mm = 2402m, (vii) DMA-7, 32mm to 110mm, (viii) DMA-8, 32mm to 125mm = 6163m, (ix) DMA-9, 32mm to 125mm = 2422m, (x) DMA-10, 32mm to 110mm = 1266m, (xi) DMA-11, 32mm to 200mm = 3097m, (xii) DMA-12, 32mm to 125mm = 6030m
-
-
-
... More
a) Providing, Supplying of DI pipe of DN200 K9 for gravity main
4340
100
-
... More
b) Excavation in trenches for laying of D.I. Pipes
-
-
-
... More
i) Hard Soil
2077.99
100
-
... More
ii) Hard Rock
2077.99
100
-
... More
c) Providing and fixing HDPE pipes PE 100 PN 16 including trenching and re-filling etc (external work for distribution network) excluding the cost of HDPE fittings of Distribution lines
-
-
-
... More
20mm
1600
100
-
... More
25mm
4400
100
-
... More
32mm
4460.4
100
-
... More
40mm
12213.6
100
-
... More
50mm
4676.7
100
-
... More
63mm
6438.6
100
-
... More
90mm
3490.2
100
-
... More
110mm
4743.9
100
-
... More
125mm
1270.5
100
-
... More
160mm
899.85
100
-
... More
200mm
336
100
-
... More
d) Procurement and supply of 200mm dia D.I. fittings and specials.
1
100
-
... More
e) Procurement of HDPE fittings and specials of various sizez from 20mm to 250mm.
1
100
-
... More
f) Excavation in trenches for laying of pipes
-
-
-
... More
i) Hard soil
18777.13
100
-
... More
ii) Ordinary Rock
988.27
100
-
... More
g) Clearing jungle including uprooting of rank vegetation , grass ,cane and bamboo roots or clumps, brush wood, trees and sapling of girth upto 30 cm measured at a height of 1.22 m above ground level.
69380
100
-
... More
h) Supplying of Air Release Valve Setup including necessary fittings for DI pipe DN200 for Transmission Line
12
100
-
... More
i) 200MM Automated Control Valve at inlet of Sedimentation tank and outlet of CWR with Flow meter, including ultrasonic Level transmittor with 12 " Inbuilt Touchpad for ground operation with-in RTU
2
100
-
... More
j) Providing,Supplying ,installation & commissioning of Automated Control Valve at inlet & outlet of Zonal Tanks with Flow meter & ultrasonic Level transmittor with 7 " Inbuilt Touchpad for ground operation with-in RTU
24
100
-
... More
k) Road crossing works in town = 39 nos
-
-
-
... More
i) Excavation in foundation
-
-
-
... More
A. Hard soil
3.3
100
-
... More
B. Excavation in hard rock by chiselling including stacking of serviceable material and disposal of unserviceable material lead upto 50 m and lift upto 1.50 m.
4.95
100
-
... More
iii) Stone soling i/c packing with smaller stone chips.
5.5
100
-
... More
iv) Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.
1.1
100
-
... More
v) Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
1.1
100
-
... More
vi) Reinforcement of RCC work including bending, binding and placing in position complete etc.
1885.4
100
-
... More
vii) Centering & Shuttering including strutting, propping etc and removal of form work for:
-
-
-
... More
a) Foundation, Footings etc.
4.82
100
-
... More
b) Walls etc.
14.06
100
-
... More
c) Suspended floors, roofs, landings etc.
4.68
100
-
... More
viii) Proving & Laying RCC work 1:2:4 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering and reinforcement.
1.38
100
-
... More
ix) Proving & Laying RCC work 1:2:4 (aggregate 20 mm) in walls including attached pillasters, buttresses etc. with cement mortar 1 : 3 etc excluding cost of centering & shuttering and reinforcement.
1.24
100
-
... More
x) Proving & Laying RCC work 1 : 2 : 4 (aggregate 20 mm) in suspended floors, roofs, landings and balconies etc but excluding cost of centering & shuttering and reinforcement.
1.49
100
-
... More
xi) 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)
11.34
100
-
... More
xii) Mechanical carriage of MS Rods, Cement and other engineering materials from Basar to nearest road point of village by tractor for an average lead of 91.0km
3.49
100
-
... More
xiii) Head load carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site for an average lead of 0.50km
3.49
100
-
... More
xiv) Mechanical carriage of Sand to nearest road point for an average lead of 71.0km
4.19
100
-
... More
xv) Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0 km
8.24
100
-
... More
l) C/O Saddle Supports = 62 nos (having height from 0.50m to 5.00m)
-
-
-
... More
i) Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size etc.
89.1
100
-
... More
ii) Dry stone pitching
9.72
100
-
... More
iii) Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.
9.72
100
-
... More
iv) Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
9.72
100
-
... More
v) Reinforcement of RCC work including bending, binding and placing in position complete etc.
1959
100
-
... More
vi) Centring and shuttering including strutting, propping etc and removal of form work for:
-
-
-
... More
a) Foundation, Footings etc.
181.44
100
-
... More
b) Columns, pillars and piers
204
100
-
... More
vii) Proving & Laying RCC work 1:2:4 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering and reinforcement.
36.94
100
-
... More
viii)R.C.C work in 1:2:4 (aggregate 20mm) in columns, pillars, piers, abutments, posts & struts etc. but excluding the cost of centering, shuttering and reinforcement.
25.5
100
-
... More
xi) Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar by truck for an average lead of 91.0km
24.66
100
-
... More
x) Head load carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site for an average lead of 0.10km
24.66
100
-
... More
xi) Mechanical carriage of Sand to nearest road point for an average lead of 71.0km
51.78
100
-
... More
xii) Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0km
62.75
100
-
... More
m) Construction of Thrust Blocks, Anchor Blocks, Gradient Blocks etc.. for ONE Lines of DI pipe DN200 for Transmission Line = 59nos
-
-
-
... More
i) Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size etc.
138.65
100
-
... More
ii) Excavation in foundation in Hard Rock
25.96
100
-
... More
iii) Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.
25.96
100
-
... More
iv) Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
17.11
100
-
... More
v) Reinforcement of RCC work including bending, binding and placing in position complete etc.
8614
100
-
... More
vi) Centring and shuttering including strutting, propping etc and removal of form work for:
-
-
-
... More
Foundation, Footings etc.
59
100
-
... More
vii) Proving & Laying RCC work 1:2:4 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering and reinforcement.
59
100
-
... More
viii) Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar by truck for an average lead of 91.0KM
38.94
100
-
... More
ix) Head load carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site for an average lead of 1.50KM
270.22
100
-
... More
x) Mechanical carriage of Sand and shingles to nearest road point for an average lead of 71.0KM
231.28
100
-
... More
xi) Mechanical carriage of boulders to nearest road point for an average lead of 5.0KM
62.54
100
-
... More
n) River crossing work = 4 nos
-
-
-
... More
i) Excavation in foundation in Hard soil
169.76
100
-
... More
ii) Dry stone pitching 22.5cm thick ramming, watering and filling
15.32
100
-
... More
iii) Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
13.57
100
-
... More
v) Reinforcement of RCC work including bending, binding and placing in position complete etc.
4810.08
100
-
... More
vi) Centring and shuttering including strutting, propping etc and removal of form work for:
-
-
-
... More
Foundation, Footings etc.
151.04
100
-
... More
Column
92.16
100
-
... More
vii) Proving & Laying RCC work 1:2:4 (aggregate 20 mm) excluding cost of centering & shuttering and reinforcement.
-
-
-
... More
a) Foundations, footings, bases of columns etc. and mass concrete
71.17
100
-
... More
b) Column:
13.82
100
-
... More
viii) Steel work riveted or bolted in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint.
13840
100
-
... More
ix) Fitting and fixing charges etc complete
240
100
-
... More
x) Carriage of materials:
-
-
-
... More
a. Cement and torsteel from Likabali to Basar (Distance = 91km)
35
100
-
... More
b. Cement, tor steel from Sub-Divisional to nearest road point of site by tractor(Distance = 4km)
35
100
-
... More
c. Sand and stone grit from Kamba quarry to nearest road of site(Additional Distance = 71.0km)
182.16
100
-
... More
d. Cement, tor steel, boulders, sand & shingles from nearest road point to site on head load(Distance = 0.60 km)
225.36
100
-
... More
O) Transportation of Pipes (mechanical and head load carraige) to actual work sites
-
-
-
... More
i) Mechanical transportation of GI pipes from Likabali store to PHED Store Basar for a lead of 91.0km
448.71
100
-
... More
ii) Mechanical transportation of GI pipes from PHED Store Basar to nearest road point of village for a lead of 8.0km
448.71
100
-
... More
iii) Headload carriage of pipes from village road point to work site for an average lead of 1.00km
448.71
100
-
... More
P) Providing, Supplying & Installation of Air Valve Setup with necessary fittings for Distribution Pipeline.
10
100
-
... More
Q) Providing, Supplying & laying-fixing of 25MM Air Valves at distribution lines i/c trenching, procurement of fittings materialist etc. all complete.
20
100
-
... More
R) Providing, Supplying & Installation of Isolation & Drain Valve Setup PN16/ANSI#100 for Distribution Pipeline.
12
100
-
... More
Construction of Zonal Tanks with necessary arrangements:-
-
-
-
... More
a. Supply of Zincalume water tank or Galvalume water tank and ISMB, ISMC, ISWB specified staging materials upto various central stores located within the state including construction of RCC foundation plinth for staging with installations of both staging works and water tank as per specifications etc all complete.
-
-
-
... More
Zincalum tanks
-
-
-
... More
a) 35,000 ltr capacity Zonal tanks
2
100
-
... More
b) 90,000 ltr capacity Zonal tanks
3
100
-
... More
c) 1,40,000 ltr capacity Zonal tanks
2
100
-
... More
M.S. stagging upto 9.0mtr high
-
-
-
... More
a) 35,000 ltr capacity Zonal tanks
2
100
-
... More
b) 90,000 ltr capacity Zonal tanks
3
100
-
... More
c) 1,40,000 ltr capacity Zonal tanks
2
100
-
... More
Providing, Supplying & Laying-fixing of Fire hydrants and 20mtr hose at strategic locations including Knife/gate valves and civil chambers for maintenance.
7
100
-
... More
C/o Boundary wall around WTP and Zonal tanks = 805.50Rmt
-
-
-
... More
a. Excavation in foundation trenches or drains i/c disposal of excavated earth
384.95
100
-
... More
b. Laying stone soling
59.45
100
-
... More
c. P/L c.c. 1:3:6 (1 cement :3 c/sand :6 stone aggregate of 40mm nominal size)
76.12
100
-
... More
d. Reinforcement for R.C.C. work including bending, binding & placing in position.
11031.32
100
-
... More
e. Centering and shuttering for:-
-
-
-
... More
i) Footings and column
927.94
100
-
... More
ii) Wall
666.95
100
-
... More
iii) Beam
724.95
100
-
... More
f. R.C.C. 1:2:4 (1 cement:2 coarse sand:4 stone aggregate of 20mm nominal size) excluding cost of centering, shuttering and reinforcement in:-
-
-
-
... More
i) Footings and column
69.6
100
-
... More
ii) Beam
40.28
100
-
... More
g. Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).
87.96
100
-
... More
h. Fabrication, supplying and fixing of MS ornamental grills of required pattern in wall
10068.75
100
-
... More
i. 12mm cement plaster 1:3 (1cement:3sand).
2899.8
100
-
... More
j. White washing with lime on new work (two or more coats) to give an even shade.
2899.8
100
-
... More
k. Colour washing such as green, blue or buff on new work (two or more coats) i/c a base coat of white washing with lime to give an even shade.
2899.8
100
-
... More
l. Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar truck for an average lead of 91.0km
101.65
100
-
... More
m.carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site by tractor an average lead of 2.0km
101.65
100
-
... More
n. Mechanical carriage of Sand to nearest road point for an average lead of 71.0km
228.6
100
-
... More
o. Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0km
289.98
100
-
... More
p. Mechanical carriage of boulders to nearest road point for an average lead of 14 km
142.33
100
-
... More
Retaining wall at strategic locations to protect WTP and Zonal tanks areas.
-
-
-
... More
a. Earth work excavation over areas in hard soil including disposal of excavated earth lead up to 50mtr and lift up to 1.50mtr.
507
100
-
... More
b. Earth work excavation in foundation including pumping or bailing out water and disposing of excavated soil, lead upto 50 m and lift upto 1.50 m.
190.8
100
-
... More
c. Dry stone pitching 22.5cm thick ramming, watering and filling with smaller stone chips etc complete.
31.8
100
-
... More
d. Providing laying cement concrete 1:3:6(1cement:3c/sand:6 stone aggregate of 40mm nominal size) excluding cost of centering and shuttering.
31.8
100
-
... More
e. Reinforcement for R.C.C work i/c bending, binding and placing in position.
11776.59
100
-
... More
f. R.C.C. 1:2:4(1Cement:2sand:4stone grit of 20mm) excluding cost of centering and shuttering
-
-
-
... More
i) Floor of R/Wall:
57.24
100
-
... More
ii) Wall
276.68
100
-
... More
g. Centering and shuttering for:
-
-
-
... More
i) Floor:
108.82
100
-
... More
ii) Wall:
627.2
100
-
... More
Carriage of Cement and torsteel from Likabali to Basar (Distance = 91km)
132
100
-
... More
Carriage of Boulders from nearest quarry to nearest road of site Lead = 14.0km
76.13
100
-
... More
Sand and stone grit from Kamba quarry to nearest road of site(Additional Distance = 51.0km
838.81
100
-
... More
C/0 all weather Approach road including Side drain culvert etc complete
wall to WTP (256m WB road, with CC drains) i/c C.C. approach path to WTP
-
-
-
... More
A. Formation cutting
-
-
-
... More
i) Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)
1593
100
-
... More
ii) Excavation in hard rock by chiselling including stacking of serviceable material and disposal of unserviceable material lead upto 50 m and lift upto 1.50 m.
1062
100
-
... More
B. Pavement with BT work
-
-
-
... More
a. Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)
546
100
-
... More
b. Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.
546
100
-
... More
c. Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)( For Grade - I materials) Using moorum or gravel
81.9
100
-
... More
d. Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to theand camber, applying and brooming requisite type of required density.) A) By mannual means, (i) Grading- I (Using Screening Crushable type such as Moorum or Gravel),Using Screening Crushable type such as Moorum or Gravel (ii) Grading- II (Using Screening Crushable type such as Moorum or Gravel), (a)Using Screening Type-A (13.2mm Agg.)
40.95
100
-
... More
e. Grading- III (Using Screening Crushable type such as Moorum or Gravel), Using Scrining Type-B (11.2mm agg.)
40.95
100
-
... More
f. Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
510
100
-
... More
g. Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
510
100
-
... More
h. Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion
510
100
-
... More
i. Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)
510
100
-
... More
j. Loading and Unloading of Stone Boulder/Stone aggregates/Sand/kankar/Moorum/Lime/Shingle/Surki/Earth/Excavated Rock and Kerb Stones by Manual Means for hill roads.
187.07
100
-
... More
k. Loading and Unloading of Cement/ Steel/ Structural Steel/ RC Pipes/ Wooden logs/Bricks/ Bitumen and timber etc,. by Manual Means and Stacking for hill roads
1.89
100
-
... More
l. Cost of Haulage Excluding Loading and Unloading on hill roads.Haulage of materials by tipper excluding cost of loading, unloading and stacking.
-
-
-
... More
(i) Surfaced Road
9516.56
100
-
... More
(ii) Unsurfaced Graveled Road
2891.03
100
-
... More
(iii) Katcha Track and Track in River Bed/ Nallah Bed and Choe Bed.
1683.67
100
-
... More
C. Retaining/ Breast Wall (Average 3.00 Mtr High)=16.0M
-
-
-
... More
a. Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and deleterious matter, dressing of sides and bottom and backfilling with approved material.)
-
-
-
... More
i) Ordinary soil, Mannual means, Up to 3.00 Mtr depth
31.68
100
-
... More
b. Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
5.76
100
-
... More
c. Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
-
-
-
... More
Coursed rubble masonry (first sort )
69.96
100
-
... More
d. Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
-
-
-
... More
Sandy material
12.6
100
-
... More
e. Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
15
100
-
... More
f. Loading and Unloading of Stone Boulder/Stone aggregates/Sand/kankar/Moorum/Lime/Shingle/Surki/Earth/Excavated Rock and Kerb Stones by Manual Means for hill roads.
119.42
100
-
... More
g. Loading and Unloading of Cement/Steel/Structural Steel/RC Pipes/Wooden logs/Bricks/Bitumen and timber etc,. by Manual Means and Stacking for hill roads
11.97
100
-
... More
h. Cost of Haulage Excluding Loading and Unloading on hill roads.Haulage of materials by tipper excluding cost of loading, unloading and stacking.
-
-
-
... More
i) Cement and steel from Likabali to Basar Lead = 91km
11.97
100
-
... More
ii) Sand and stone aggregates from Kamba to Basar Lead =51km
71.49
100
-
... More
iii) Boulders from Dali to Basar. Lead = 14km
115.43
100
-
... More
D. RCC Slab Culvert-1.00 mtr. Span = 2 Nos
-
-
-
... More
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and deleterious matter, dressing of sides and bottom and backfilling with approved material.)
-
-
-
... More
Ordinary soil, Mannual means Up to 3.00 Mtr depth
68.04
100
-
... More
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
9.99
100
-
... More
Coursed rubble masonry (first sort) with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand).
-
-
-
... More
Coursed rubble masonry (first sort )
86.04
100
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
-
-
-
... More
RCC Grade M20, Height upto 5m
6.62
100
-
... More
Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification
704.6
100
-
... More
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
12
100
-
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
-
-
-
... More
Sandy material
16.2
100
-
... More
Loading and Unloading of Stone Boulder/ Stone aggregates/ Sand/ kankar/ Moorum/ Lime/ Shingle /Surki /Earth /Excavated Rock and Kerb Stones by Manual Means for hill roads.
144.18
100
-
... More
Loading and Unloading of Cement/ Steel/ Structural Steel/ RC Pipes/ Wooden logs/ Bricks/ Bitumen and timber etc,. by Manual Means and Stacking for hill roads
18.72
100
-
... More
Cost of Haulage Excluding Loading and Unloading on hill roads.Haulage of materials by tipper excluding cost of loading, unloading and stacking.
-
-
-
... More
i) Cement and steel from Likabali to Basar Lead = 91km
18.72
100
-
... More
ii) Sand and stone aggregates from Kamba to Basar Lead =71km
82.2
100
-
... More
iii) Boulders from Dali to Basar. Lead = 14km
215.78
100
-
... More
E. Construction of C.C. Drain = 256.60m
-
-
-
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
-
-
-
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(i) Ordinary soil, A) Manual Means (Depth upto 3 m)
153.96
100
-
... More
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
94.3
100
-
... More
Loading and Unloading of Stone Boulder/ Stone aggregates/ Sand/ kankar/ Moorum/ Lime/ Shingle /Surki /Earth /Excavated Rock and Kerb Stones by Manual Means for hill roads.
128.26
100
-
... More
Loading and Unloading of Cement/ Steel/ Structural Steel/ RC Pipes/ Wooden logs/ Bricks/ Bitumen and timber etc,. by Manual Means and Stacking for hill roads
20.75
100
-
... More
Cost of Haulage Excluding Loading and Unloading on hill roads.Haulage of materials by tipper excluding cost of loading, unloading and stacking.
-
-
-
... More
i) Cement and steel from Likabali to Basar Lead = 91km
20.78
100
-
... More
ii) Sand and stone aggregates from Kamba to Basar Lead =51km
179.11
100
-
... More
F. Construction of C.C. foot path (Approach path from Galu road to WTP)
-
-
-
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a. Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size etc.
627.6
100
-
... More
b. Hard Rock
258.9
100
-
... More
c. Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.
258.9
100
-
... More
Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
313.8
100
-
... More
Centring and shuttering including strutting, propping etc and removal of form work for:
-
-
-
... More
a) Foundation, Footings etc.
519.11
100
-
... More
Proving & Laying CC work 1:2:4 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering:
311.22
100
-
... More
Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar by truck for an average lead of 91.0km
168.63
100
-
... More
Head load carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site for an average lead of 0.40km
53.96
100
-
... More
Mechanical carriage of Sand and shingles to nearest road point for an average lead of 71.0km
1839
100
-
... More
Mechanical carriage of boulders to nearest road point for an average lead of 26.0km
590
100
-
... More
Head load carriage of Quarry materials to work site for an average lead of 0.40km
-
-
-
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a) Sand & shingles
1839
100
-
... More
b) Boulder
590
100
-
... More
Construction of Approach road (Formation cutting, Stone pitching & RCC cross drainage work) from Head work to WTP (HW -WTP), Main road to Barrage and from Barrage to HW -WTP road
-
-
-
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A. Formation cutting
-
-
-
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a. Excavation over areas in:-
-
-
-
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i) Hard soil
19676.28
100
-
... More
ii) Soft Rock
9838.14
100
-
... More
iii) Hard Rock requiring chiselling
3279.38
100
-
... More
B. C/O RCC Cross drainage work
-
-
-
... More
i) Earth work in excavation
-
-
-
... More
a) Excavation in hard soil and disposal of unserviceable material lead upto 50 m and lift upto 1.50 m.
9
100
-
... More
b ) Hard Rock
9
100
-
... More
ii) Stone soling i/c packing with smaller stone chips.
12
100
-
... More
iii) Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.
1.8
100
-
... More
iv) Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
1.8
100
-
... More
v) Reinforcement of RCC work including bending, binding and placing in position complete etc.
2987.26
100
-
... More
vi) Centering & Shuttering including strutting, propping etc and removal of form work for:
-
-
-
... More
a) Foundation, Footings etc.
5.2
100
-
... More
b) Walls etc.
14.06
100
-
... More
c) Suspended floors, roofs, landings etc.
5.1
100
-
... More
vii) Proving & Laying RCC work 1:2:4 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering and reinforcement.
2.4
100
-
... More
viii) Proving & Laying RCC work 1:2:4 (aggregate 20 mm) in walls including attached pillasters, buttresses etc. with cement mortar 1 : 3 etc excluding cost of centering & shuttering and reinforcement.
1.08
100
-
... More
ix) Proving & Laying RCC work 1 : 2 : 4 (aggregate 20 mm) in suspended floors, roofs, landings and balconies etc but excluding cost of centering & shuttering and reinforcement.
1.19
100
-
... More
x) 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)
11.79
100
-
... More
xi) Mechanical carriage of MS Rods, Cement and other engineering materials from Basar to nearest road point of village by tractor for an average lead of 91.0km
6.65
100
-
... More
xii) Mechanical carriage of Sand to nearest road point for an average lead of 51.0km
6.29
100
-
... More
xiii) Mechanical carriage of Aggregates to nearest road point for an average lead of 51.0km
13.03
100
-
... More
xiv) Mechanical carriage of boulders to nearest road point for an average lead of 14.0 km
27.6
100
-
... More
C. Laying 22.5cm thick stone soling along 3.00m width of entire approach road
-
-
-
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i) Laying 22.5cm thick stone soling along 3.00m width of entire approach road
4510
100
-
... More
D. C/O C.C. drain = 3608.0m
-
-
-
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Earth work excavation in foundation:
-
-
-
... More
a) Hard soil
1154.56
100
-
... More
b) Excavation in hard rock by chiselling including stacking of serviceable material and disposal of unserviceable material lead upto 50 m and lift upto 1.50 m.
144.32
100
-
... More
c. Stone soling i/c packing with smaller stone chips.
216.48
100
-
... More
d. Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.
216.48
100
-
... More
e. Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.
216.48
100
-
... More
f. Centering & Shuttering including strutting, propping etc and removal of form work for:
-
-
-
... More
i) Foundation, Footings etc.
1804
100
-
... More
ii) Walls etc.
3247.2
100
-
... More
g. Proving & Laying CC work 1:2:4 (aggregate 20 mm) in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering & shuttering and reinforcement.
180.4
100
-
... More
h. Proving & Laying CC work 1:2:4 (aggregate 20 mm) in walls including attached pillasters, buttresses etc. with cement mortar 1 : 3 etc excluding cost of centering & shuttering and reinforcement.
432.96
100
-
... More
i) 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)
8659.2
100
-
... More
j) Mechanical carriage of MS Rods, Cement and other engineering materials from Basar to nearest road point of village by tractor for an average lead of 91.0km
288.64
100
-
... More
k) Head load carriage of MS Rods, Cement and other engineering materials from nearest road point of village to work site for an average lead of 0.10km
288.64
100
-
... More
l) Mechanical carriage of Sand to nearest road point for an average lead of 51.0km
793.76
100
-
... More
m) Mechanical carriage of Aggregates to nearest road point for an average lead of 51.0km
1298.88
100
-
... More
n) Mechanical carriage of boulders to nearest road point for an average lead of 14.0km
505.12
100
-
... More
20 mm dia non-AMC water meter including 20mm pipe length of 30 m house connection.
-
-
-
... More
a. 20 mm dia non-AMC water meter.
1518
100
-
... More
b. Providing and fixing HDPE pipes PE 100 PN 16 including trenching and re-filling etc (external work for distribution network) excluding the cost of HDPE fittings of .Distribution lines
-
-
-
... More
20mm
45540
100
-
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