Integrated Smart Drinking Water Supply to Basar Township and its Peripherals Settlement 1.6 MLD

Amount

Drop In-let Head work at Nyodu

a. Excavation in foundation:

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.

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.

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.

b. Dry stone pitching 22.50 cm thick including supply of stone and preparing of site complete etc.

c. Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.

d. Providing and laying cement concrete 1 : 3 : 6 (stone aggregate 40 mm) excluding the cost of centring an shuttering in Foundations and plinth:

e. Reinforcement of RCC work including bending, binding and placing in position complete.

f. Centring and shuttering including strutting, propping etc and removal of form work in:

i) Foundation, footings etc.

ii) Walls

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.

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.

i. 12 mm cement plaster 1 : 3.

j. Neat cement punning

k. Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

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

m. Mechanical carriage of best quality Sand from nearest quarry to nearest road point of village for an average lead of 71.0km

n. Mechanical carriage of best quality aggregates from nearest quarry to nearest road point of village for an average lead of 71.0km

o. Mechanical carriage of best quality boulders from nearest quarry to nearest road point of village for an average lead of 26.0km

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

Construction of Pre-Sedimentation Tank

a. Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size etc.

b. Excavation in foundation

i) Hard soil in Foundation, Footings etc.

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.

c. Dry stone pitching 22.50 cm thick including supply of stone and preparing of site complete etc.

d. Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.

e. Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.

f. Reinforcement of RCC work including bending, binding and placing in position complete etc.

g. Centering & Shuttering including strutting, propping etc and removal of form work for:

i) Foundation, Footings etc.

ii) Walls etc.

iii) Suspended floors, roofs, landings etc.

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.

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.

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.

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.

l. 12 mm cement plaster 1 : 3.

m. Neat cement punning

n. White washing with lime on new work (three or more coats) to give an even shade.

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.

p. Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar truck for an average lead of 91.0km

q. Mechanical carriage of Sand to nearest road point for an average lead of 71.0km

r. Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0km

s. Mechanical carriage of boulders to nearest road point for an average lead of 26.0km

t. Head load carriage of engineering materials from nearest road point of site to work site for an average lead of 1.0km

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

a) C/O 11KV line with 12 Mtr Steel Tubular Pole & 6/1/2.59 sqmm ( Weasel ) ACSR conductor.

b) C/o LT line with 7.5 Mtr Steel Tubular Pole, 6/1/2.11sqmm ACSR conductor ( Squirrel ) & Street Lightnings

c) Supply & Installation of 100 KVA, 11/0.4KV Distribution Transformer.

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

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

f) Supply, Installation, Testing & Comissioning 250 KVA Generator set for Pump House

g) C/O RCC Barrage for Pumping system

a. Excavation in foundation

I) Saturated soil

II) Hard Rock

b. Dry stone pitching including supply of stone and preparing surface complete (including carriage of stone for 5 km lead).

b. Providing and laying cement concrete 1:1.5:3 in retaining walls, return walls,

c. R.C.C. 1:1.5:3 in wall

d. Centering and shuttering in wall

e. Reinforcement for R.C.C. work

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

g. Mechanical carriage of best quality Sand from nearest quarry to nearest road point of village for an average lead of 71.0km

h. Mechanical carriage of best quality aggregates from nearest quarry to nearest road point of village for an average lead of 71.0km

i. Mechanical carriage of best quality boulders from nearest quarry to nearest road point of site for an average lead of 26.0km

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

viii) C/O Civil Stuructures for Pump House

ix) C/O JackWell for Pumping main

C/o Raw water storage tank

a. Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size etc.

i) Hard soil

ii) Ordinary Rock

b. Earth work in excavation in foundation

i) Hard soil

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.

c. Stone soling

d. Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.

e. Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.

f. Reinforcement of RCC work including bending, binding and placing in position complete etc.

g. Centering & Shuttering including strutting, propping etc and removal of form work for:

i) Foundation, Footings etc.

ii) Walls etc.

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.

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.

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.

k. 12 mm cement plaster 1 : 3.

l. Neat cement punning

m. White washing with lime on new work (three or more coats) to give an even shade.

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.

o. Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar truck for an average lead of 91.0km

p. Mechanical carriage of Sand to nearest road point for an average lead of 71.0km

q. Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0km

r. Mechanical carriage of boulders to nearest road point for an average lead of 26.0km

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

C/o Sedimentation Tank (1 No.)

a. Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size etc.

b. Earth work in excavation

i) Hard soil

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.

c. Stone soling

d. Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.

e. Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.

f. Reinforcement of RCC work including bending, binding and placing in position complete etc.

g. Centering & Shuttering including strutting, propping etc and removal of form work for:

i) Foundation, Footings etc.

ii) Walls etc.

iii) Suspended floors, roofs, landings etc.

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.

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.

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.

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.

l. 12 mm cement plaster 1 : 3.

m. Neat cement punning

n. White washing with lime on new work (three or more coats) to give an even shade.

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.

p. Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar truck for an average lead of 91.0km

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

r. Mechanical carriage of Sand to nearest road point for an average lead of 71.0km

s. Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0km

t. Mechanical carriage of boulders to nearest road point for an average lead of 26.0km

Construction of Aerator

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.

i) Hard soil

ii) Hard rock

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)

c. Providing & laying in foundation and plinth CC 1:3:6 excluding the cost of centering and shuttering.

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.

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.

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:

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:

h. Reinforced cement concrete work in suspended floors, ……. etc upto floor ………. But excluding the cost of centering, shuttering and rainforcement :- 1:2:4:

i. Reinforcement including bending and binding and placing in position

j. Centering, shuttering including strutting, propping etc and removal of form work for :

Foundation

Aquaduct support pillar

intermediate & top beam

slabs

k. 12 mm thick cement plaster 1: 3

l. Neat cement punning

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

n. Mechanical carriage of Sand to nearest road point for an average lead of 71.0km

o. Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0km

p. Mechanical carriage of boulders to nearest road point for an average lead of 26.0km

C/O High Rate Solid Contact Clarifloculator (HRSCC) capacity upto 1.60MLD

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.

UV System as disinfeectant, Activated Carbon filter, SCADA, Water Testing equipments, energy backup.

Construction of Clear Water Reservoir

a. Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size etc.

b. Excavation in foundation

i) Hard soil

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.

c. Stone soling

d. Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.

e. Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.

f. Reinforcement of RCC work including bending, binding and placing in position complete etc.

g. Centering & Shuttering including strutting, propping etc and removal of form work for:

i) Foundation, Footings etc.

ii) Walls etc.

iii) Suspended floors, roofs, landings etc.

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.

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.

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.

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.

l. 12 mm cement plaster 1 : 3.

m. Neat cement punning

n. White washing with lime on new work (three or more coats) to give an even shade.

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.

p. Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar truck for an average lead of 91.0km

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

r. Mechanical carriage of Sand to nearest road point for an average lead of 71.0km

s. Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0km

t. Mechanical carriage of boulders to nearest road point for an average lead of 26km

Design & Construction of Sludge Pit & Sludge Disposal System at WTP

Control room i/c store room for treatment plant accessories and chemical

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.

Land development for WTP

a) Soils containing 50% or more

b) Ordinary Rock

Construction of 1 (One) no. of security hut at WTP

Construction of Type-I Qtr at WTP = 1 no

Conference Hall

Wireless Surveillance security cameras at Intake works and WTP (4 nos)

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

a) Providing, Supplying of DI pipe of DN200 K9 for gravity main

b) Excavation in trenches for laying of D.I. Pipes

i) Hard Soil

ii) Hard Rock

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

d) Procurement and supply of 200mm dia D.I. fittings and specials.

e) Procurement of HDPE fittings and specials of various sizez from 20mm to 250mm.

f) Excavation in trenches for laying of pipes

i) Hard soil

ii) Ordinary Rock

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.

h) Supplying of Air Release Valve Setup including necessary fittings for DI pipe DN200 for Transmission Line

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

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

k) Road crossing works in town = 39 nos

i) Excavation in foundation

A. Hard soil

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.

iii) Stone soling i/c packing with smaller stone chips.

iv) Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.

v) Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.

vi) Reinforcement of RCC work including bending, binding and placing in position complete etc.

vii) Centering & Shuttering including strutting, propping etc and removal of form work for:

a) Foundation, Footings etc.

b) Walls etc.

c) Suspended floors, roofs, landings etc.

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.

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.

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.

xi) 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)

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

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

xiv) Mechanical carriage of Sand to nearest road point for an average lead of 71.0km

xv) Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0 km

l) C/O Saddle Supports = 62 nos (having height from 0.50m to 5.00m)

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.

ii) Dry stone pitching

iii) Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.

iv) Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.

v) Reinforcement of RCC work including bending, binding and placing in position complete etc.

vi) Centring and shuttering including strutting, propping etc and removal of form work for:

a) Foundation, Footings etc.

b) Columns, pillars and piers

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.

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.

xi) Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar by truck for an average lead of 91.0km

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

xi) Mechanical carriage of Sand to nearest road point for an average lead of 71.0km

xii) Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0km

m) Construction of Thrust Blocks, Anchor Blocks, Gradient Blocks etc.. for ONE Lines of DI pipe DN200 for Transmission Line = 59nos

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.

ii) Excavation in foundation in Hard Rock

iii) Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.

iv) Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.

v) Reinforcement of RCC work including bending, binding and placing in position complete etc.

vi) Centring and shuttering including strutting, propping etc and removal of form work for:

Foundation, Footings etc.

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.

viii) Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar by truck for an average lead of 91.0KM

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

x) Mechanical carriage of Sand and shingles to nearest road point for an average lead of 71.0KM

xi) Mechanical carriage of boulders to nearest road point for an average lead of 5.0KM

n) River crossing work = 4 nos

i) Excavation in foundation in Hard soil

ii) Dry stone pitching 22.5cm thick ramming, watering and filling

iii) Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.

v) Reinforcement of RCC work including bending, binding and placing in position complete etc.

vi) Centring and shuttering including strutting, propping etc and removal of form work for:

Foundation, Footings etc.

Column

vii) Proving & Laying RCC work 1:2:4 (aggregate 20 mm) excluding cost of centering & shuttering and reinforcement.

a) Foundations, footings, bases of columns etc. and mass concrete

b) Column:

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.

ix) Fitting and fixing charges etc complete

x) Carriage of materials:

a. Cement and torsteel from Likabali to Basar (Distance = 91km)

b. Cement, tor steel from Sub-Divisional to nearest road point of site by tractor(Distance = 4km)

c. Sand and stone grit from Kamba quarry to nearest road of site(Additional Distance = 71.0km)

d. Cement, tor steel, boulders, sand & shingles from nearest road point to site on head load(Distance = 0.60 km)

O) Transportation of Pipes (mechanical and head load carraige) to actual work sites

i) Mechanical transportation of GI pipes from Likabali store to PHED Store Basar for a lead of 91.0km

ii) Mechanical transportation of GI pipes from PHED Store Basar to nearest road point of village for a lead of 8.0km

iii) Headload carriage of pipes from village road point to work site for an average lead of 1.00km

P) Providing, Supplying & Installation of Air Valve Setup with necessary fittings for Distribution Pipeline.

Q) Providing, Supplying & laying-fixing of 25MM Air Valves at distribution lines i/c trenching, procurement of fittings materialist etc. all complete.

R) Providing, Supplying & Installation of Isolation & Drain Valve Setup PN16/ANSI#100 for Distribution Pipeline.

Construction of Zonal Tanks with necessary arrangements:-

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.

Zincalum tanks

a) 35,000 ltr capacity Zonal tanks

b) 90,000 ltr capacity Zonal tanks

c) 1,40,000 ltr capacity Zonal tanks

M.S. stagging upto 9.0mtr high

a) 35,000 ltr capacity Zonal tanks

b) 90,000 ltr capacity Zonal tanks

c) 1,40,000 ltr capacity Zonal tanks

Providing, Supplying & Laying-fixing of Fire hydrants and 20mtr hose at strategic locations including Knife/gate valves and civil chambers for maintenance.

C/o Boundary wall around WTP and Zonal tanks = 805.50Rmt

a. Excavation in foundation trenches or drains i/c disposal of excavated earth

b. Laying stone soling

c. P/L c.c. 1:3:6 (1 cement :3 c/sand :6 stone aggregate of 40mm nominal size)

d. Reinforcement for R.C.C. work including bending, binding & placing in position.

e. Centering and shuttering for:-

i) Footings and column

ii) Wall

iii) Beam

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:-

i) Footings and column

ii) Beam

g. Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).

h. Fabrication, supplying and fixing of MS ornamental grills of required pattern in wall

i. 12mm cement plaster 1:3 (1cement:3sand).

j. White washing with lime on new work (two or more coats) to give an even shade.

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.

l. Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar truck for an average lead of 91.0km

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

n. Mechanical carriage of Sand to nearest road point for an average lead of 71.0km

o. Mechanical carriage of Aggregates to nearest road point for an average lead of 71.0km

p. Mechanical carriage of boulders to nearest road point for an average lead of 14 km

Retaining wall at strategic locations to protect WTP and Zonal tanks areas.

a. Earth work excavation over areas in hard soil including disposal of excavated earth lead up to 50mtr and lift up to 1.50mtr.

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.

c. Dry stone pitching 22.5cm thick ramming, watering and filling with smaller stone chips etc complete.

d. Providing laying cement concrete 1:3:6(1cement:3c/sand:6 stone aggregate of 40mm nominal size) excluding cost of centering and shuttering.

e. Reinforcement for R.C.C work i/c bending, binding and placing in position.

f. R.C.C. 1:2:4(1Cement:2sand:4stone grit of 20mm) excluding cost of centering and shuttering

i) Floor of R/Wall:

ii) Wall

g. Centering and shuttering for:

i) Floor:

ii) Wall:

Carriage of Cement and torsteel from Likabali to Basar (Distance = 91km)

Carriage of Boulders from nearest quarry to nearest road of site Lead = 14.0km

Sand and stone grit from Kamba quarry to nearest road of site(Additional Distance = 51.0km

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

A. Formation cutting

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)

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.

B. Pavement with BT work

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.)

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.

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

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.)

e. Grading- III (Using Screening Crushable type such as Moorum or Gravel), Using Scrining Type-B (11.2mm agg.)

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.)

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.

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

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)

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.

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

l. Cost of Haulage Excluding Loading and Unloading on hill roads.Haulage of materials by tipper excluding cost of loading, unloading and stacking.

(i) Surfaced Road

(ii) Unsurfaced Graveled Road

(iii) Katcha Track and Track in River Bed/ Nallah Bed and Choe Bed.

C. Retaining/ Breast Wall (Average 3.00 Mtr High)=16.0M

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.)

i) Ordinary soil, Mannual means, Up to 3.00 Mtr depth

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.

c. Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications

Coursed rubble masonry (first sort )

d. Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

Sandy material

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

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.

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

h. Cost of Haulage Excluding Loading and Unloading on hill roads.Haulage of materials by tipper excluding cost of loading, unloading and stacking.

i) Cement and steel from Likabali to Basar Lead = 91km

ii) Sand and stone aggregates from Kamba to Basar Lead =51km

iii) Boulders from Dali to Basar. Lead = 14km

D. RCC Slab Culvert-1.00 mtr. Span = 2 Nos

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.)

Ordinary soil, Mannual means Up to 3.00 Mtr depth

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.

Coursed rubble masonry (first sort) with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand).

Coursed rubble masonry (first sort )

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

RCC Grade M20, Height upto 5m

Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification

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

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

Sandy material

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.

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

Cost of Haulage Excluding Loading and Unloading on hill roads.Haulage of materials by tipper excluding cost of loading, unloading and stacking.

i) Cement and steel from Likabali to Basar Lead = 91km

ii) Sand and stone aggregates from Kamba to Basar Lead =71km

iii) Boulders from Dali to Basar. Lead = 14km

E. Construction of C.C. Drain = 256.60m

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.)

(i) Ordinary soil, A) Manual Means (Depth upto 3 m)

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.

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.

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

Cost of Haulage Excluding Loading and Unloading on hill roads.Haulage of materials by tipper excluding cost of loading, unloading and stacking.

i) Cement and steel from Likabali to Basar Lead = 91km

ii) Sand and stone aggregates from Kamba to Basar Lead =51km

F. Construction of C.C. foot path (Approach path from Galu road to WTP)

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.

b. Hard Rock

c. Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.

Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.

Centring and shuttering including strutting, propping etc and removal of form work for:

a) Foundation, Footings etc.

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:

Mechanical carriage of MS Rods, Cement and other engineering materials from Likabali to Basar by truck for an average lead of 91.0km

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

Mechanical carriage of Sand and shingles to nearest road point for an average lead of 71.0km

Mechanical carriage of boulders to nearest road point for an average lead of 26.0km

Head load carriage of Quarry materials to work site for an average lead of 0.40km

a) Sand & shingles

b) Boulder

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

A. Formation cutting

a. Excavation over areas in:-

i) Hard soil

ii) Soft Rock

iii) Hard Rock requiring chiselling

B. C/O RCC Cross drainage work

i) Earth work in excavation

a) Excavation in hard soil and disposal of unserviceable material lead upto 50 m and lift upto 1.50 m.

b ) Hard Rock

ii) Stone soling i/c packing with smaller stone chips.

iii) Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.

iv) Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.

v) Reinforcement of RCC work including bending, binding and placing in position complete etc.

vi) Centering & Shuttering including strutting, propping etc and removal of form work for:

a) Foundation, Footings etc.

b) Walls etc.

c) Suspended floors, roofs, landings etc.

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.

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.

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.

x) 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)

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

xii) Mechanical carriage of Sand to nearest road point for an average lead of 51.0km

xiii) Mechanical carriage of Aggregates to nearest road point for an average lead of 51.0km

xiv) Mechanical carriage of boulders to nearest road point for an average lead of 14.0 km

C. Laying 22.5cm thick stone soling along 3.00m width of entire approach road

i) Laying 22.5cm thick stone soling along 3.00m width of entire approach road

D. C/O C.C. drain = 3608.0m

Earth work excavation in foundation:

a) Hard soil

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.

c. Stone soling i/c packing with smaller stone chips.

d. Collection of boulder within a lead of 200mtr radius at quarry including royalty, monopoly and stacking complete.

e. Proving & laying Cement Concrete 1 : 3 : 6 (aggregate 40 mm) excluding the cost of Centering & shuttering in foundations and plinth.

f. Centering & Shuttering including strutting, propping etc and removal of form work for:

i) Foundation, Footings etc.

ii) Walls etc.

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.

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.

i) 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)

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

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

l) Mechanical carriage of Sand to nearest road point for an average lead of 51.0km

m) Mechanical carriage of Aggregates to nearest road point for an average lead of 51.0km

n) Mechanical carriage of boulders to nearest road point for an average lead of 14.0km

20 mm dia non-AMC water meter including 20mm pipe length of 30 m house connection.

a. 20 mm dia non-AMC water meter.

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

MAROCOSM BUILDERS (BID ID -6119)