AMRUT 2.0 WATER SUPPLY

Amount

Geophysical Investigation charges including preparation of geophysical report as per TWAD Board type circular including all cost of transportation and handling charges etc.,complete

0M to 150M Below GI

From 151M upto 180M

From 181M upto 210M

From 211M upto 240M

From 241M upto 270M

From 271M upto 300M

From 301M upto 330M

From 331M onwards

Supply and delivery of 160mm OD 6KSC PVC casing pipe for bore well with best approved quality conforming to ISS including all cost and convayance of material to site and labour charges for errection of pipe to the borewell etc., complete.

Supplying and fixing in position of the following PVC / G.I pipes and specials best approved quality conforming to ISS and providing leak proof joint with PVC adhesive etc., complete complying with standard specification. 10.00 Hp Submersible motor 75 LPM x 275m Head

10.00 Hp Pannel Board

4.00 sqmm 3core copper cable

50mm UPVC Pipe

50mm G.I "B" Class pipe

50mm G.I Heavy coupling

50mm Gun Metal Gate Valve

50mm Non Return Valve

50mm G.I Union

50mm G.I Bend

50mm G.I Elbow

160mm PVC Borewell Dummy

Borewell pipe MS Clamp

M.S Kisok box

Earthwork excavation in all soils and sub soils except hard rock not requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete as per standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10

Plain Cement Concrete of mix 1 : 4 : 8 (One Cement Four sand Eight aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification.as per the standard specifications. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII (SOR Pg : 287

Brick Work in Cement Mortor 1:5 Mix (one cement, five sand) using new best II Class Bricks of size 9” x 4 3/8” x 23/4 “ from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.

Plastering in Cement Mortor 1:5 Mix (one cement, five sand) 12mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.

Painting two coats using Exterior Emulsion paint with good quality of approved Emulsion paint including cost of all materials to site and all labour charges for mixing applying and proper curring etc., Complete as per Standard Specifications

Supply and run of 4 x 6 sq.mm.(56Nos/0.3mm.Dia) PVC insulated single core unsheathed copper conductor cable of 1100 V on 7/20 G.I. bearer wire for service connection mains (SD 68)

Supply and Run of 4 x 4 sq.mm(84/0.3) PVC insulated Sc unsheathed Cu.Conductor of 1100V grade in 25mm dia G.I pipe ("B"class) suitable bend at both ends with necessary angle iron up right and end supports for mains.SD-73)

Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable withproper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days.

Construction of OHTs 1.50 LL - 1NoEarthwork excavation and depositing on bank for foundation, with an initial lead of 10m and initial lift of 2m including shoring, strutting and all other incidental works, as directed by the departmental Officers in the following classification of soil. Hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small sized boulders. DATA

Earthwork excavation and depositing on bank with an initial lead of 10 meters and initial lift of 2 meters in Soft disintegrated rock, laterite, soft rock, kankar, not requiring blasting etc and as directed by Engineer-In-charge. TWAD SOR P.NO- 285

Second Depth 2m - 3m below GLEarthwork excavation and depositing on bank with an initial lead of 10 meters and initial lift of 2 meters in Medium rock and dense medium rock not requiring blasting. (2m-3m below G.L)

Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). DATA Upto 1.5m below GL

From 1.5m to 4.5m below GL

upto 4.5m above GL

4.5m to 7.32m above GL

7.32m to 10.98m above GL

10.98m to 14.64m above GL

14.64m to 18.3 m above GL

18.3 to 21.96 m above GL

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) DATA Upto 3.30 M Below GL For Footing side

Square column

Circular column

Upto 3.30 M above GLPlane surface

Square column

Circular column

3.30 - 4.30M above GL Square column

Circular column

Plain surface

4.30 - 5.30M above GL Square column

Circular column

5.30 - 6.30M above GL Square column

Circular column

6.30 - 7.30M above GL Square column

Circular column

Plain surface

7.30 - 8.30M above GL Square column

Circular column

8.30 - 9.30M above GL Square column

Circular column

9.30 - 10.30M above GL Square column

Circular column

10.30 - 11.30M above GL Square column

Circular column

Plain surface

11.30 - 12.30M above GL Square column

Circular column

12.30 - 13.30M above GL Square column

Circular column

13.30 - 14.30M above GL - Square column

Circular column

14.30 - 15.3 M above GL Square column

Circular column

Curved surface

15.3 - 16.3 M above GL Curved surface

Plane surface

Curved Surface

Circular column

From3.3m to 4.3 m from floor slab Curved Surface

Plane surface

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire) DATA P.NO - 18

Refilling with excavated earth other than crushed stone sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification DATA

Providing and fixing RCC inside access ladder of approved pattern and design in RCC 1:1.5:3 design mix of ISS gauge 0.40m width, 0.10m thickness, 0.12m breadth for side post, 0.05m thickness 0.12m breadth for steps with suitable inclination including cost of cement, reinforcement centering, finishing, curing etc., complete and as directed by TWAD Board Officers. DATA

Supply and fixing of M20 design mix RCC hand rails of 0.9 m height over the top of the roof slab of approved pattern and design including the cost of cement, reinforcement, centering, precasting, finishing, curing cement painting the surfaces etc., complete and as directed by the TWAD Board Officers. DATA

Supplying and fixing in position of cut stone of size 0.45m x 0.45m x 0.15m set in CM 1:3(One part cement and three part sand) at bottom of inlet pipe inside the Sump the suitable size and as directed by the TWAD Board Officers. DATA

a) Construction of RCC Spiral stair case in RCC M20 design mix concrete of 2.30m dia of required height for approach to the roof of Service Reservoir with RCC hand rails as per type design No.Sanitary Engineer/PH(M) NO.18/64 - 65 Sanitary Engineer(PH) 3/64 including necessary earth work excavation in various classification of soils met with at the site of work for providing foundation concrete in CC 1:4:8 mix, RCC footing M30 mix, GL platform etc., including cost of steel reinforcement, fabrication charges, scaffolding, centering precasting charges, cement painting the surfaces etc.,complete and as directed by the TWAD Board Officers. The staircase shall be braced to the column of Service Reservoir at suitable interval DATA

Supply,delivery and fixing in position of CI Manhole frame with cover of size 0.60m x 0.60 (heavy duty) etc.complete and as directed by Department Board Officers.

Supply and fixing in position ventilator of reinforcement cement concrete RCC M20 design mix 50 CM wide/diametre of approved pattern and design including cost of cement, reinforcement centering, shuttering, strutting, curing and fixing in position on the roof slab with mosquito proof net arrangement etc., complete. and as directed by the TWAD Board Officers. DATA

Providing pipe connection by lifting pipes and specials in vertical direction and placing the same for required alignment including lifting the pipes and specials in various heights of inlet, outlet, overflow and scour including earthwork excavation conveying the pipe and specials into the trenches, laying to proper grade and alignment cutting, threading and jointing with jointing materials with required specification including labour charges and supply of valves pipes, specials MS Clamps to fix the pipes with the columns including all taxes duties and connected charges etc. complete and taxes duties and connected charges etc. complete and as directed by Engineer in charge. TWAD SOR P.NO-300 - Vertical laying up to 2m ht from G.L

Vertical laying up to 2m to 4m

Vertical laying up to 4m to 6m

Vertical laying up to 6m to 8m

Vertical laying up to 8m to 10m

Vertical laying up to 10m to 12m

Vertical laying up to 12m to 14m

Vertical laying up to 14m to 16m

Vertical laying up to 16m to 18m

Vertical laying up to 18m to 19.5m

Supply and delivery of 150 CI Pipe for plumbing 2m

150mm CI D/F Sluice valve

150mm CI 90 DEG D/F BEND

150mm CI Flanged socket

150mm CI Ducketfoot flanged bend

Jointing CI Pipes

Sour & overflow Supply and delivery of 100 Ci pipes for plumping

100mm CI D/F Sluicvalve

100 mm CI flanged socket

100mm CI Duckfoot flanged bend

Jointing CI Pipes

Labour charges for painting Department Emblem in accordance with the size and specifications as approved by the Board on the Service Reservoirs including cost of all consumables etc., complete and as directed by Department Officers.

Supply, delivery and fixing in position of enamel coated "water level indicator" with all accessories of approved pattern and design, in the outer surface of the side wall of Sump to read the water level of the required height and as directed by TWAD Board Officers.

Distribution system Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m in DATA Hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil -SS20B TWAD SOR P295 & TWAD SOR P296 200mm DI K7 Pipe

250 mm DI K7 Pipe

HDPE PIPES PE100PN6 90 mm HDPE 6KSC Pipe

110 mm HDPE 6KSC Pipe

125 mm HDPE 6KSC Pipe

140 mm HDPE 6KSC Pipe

160 mm HDPE 6KSC Pipe

180 mm HDPE 6KSC Pipe

Supply & delivery of following sizes of HDPE PIPES confirming to IS 4984/2016 TWAD SOR P2990 mm HDPE 6KSC Pipe

110 mm HDPE 6KSC Pipe

125 mm HDPE 6KSC Pipe

140 mm HDPE 6KSC Pipe

160 mm HDPE 6KSC Pipe

180 mm HDPE 6KSC Pipe

Supply and delivery of following sizes of DI K7 Class s/s pipes as per IS: 8329 / 2000, at the site of work etc., complete and as directed by Engineer in charge. TWAD SOR P46 200mm DI K7 Pipe

250 mm DI K7 Pipe

Lowering DI K7 pipes and specials to trench and laying to proper grade and alignment and as directed by the Departmental Engineer TWAD SOR P258 200mm DI K7 Pipe

250 mm DI K7 Pipe

Lowering HDPE PE100PN6 pipes and specials to trench and laying to proper grade and alignment and as directed by the Departmental Engineer TWAD SOR P268 90 mm HDPE 6KSC Pipe

110 mm HDPE 6KSC Pipe

125 mm HDPE 6KSC Pipe

140 mm HDPE 6KSC Pipe

160 mm HDPE 6KSC Pipe

180 mm HDPE 6KSC Pipe

Jointing DI S&S pipe with rubber gaskets as per IS: 5382 - 1985 including cost of rubber gaskets and hydraulically testing to required pressure etc., complete and as directed by Engineer in charge. TWAD SOR P262 200mm DI K7 Pipe

250 mm DI K7 Pipe

Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by TWAD Board Officers. TWAD SOR P279 90 mm HDPE 6KSC Pipe

110 mm HDPE 6KSC Pipe

125 mm HDPE 6KSC Pipe

140 mm HDPE 6KSC Pipe

160 mm HDPE 6KSC Pipe

180 mm HDPE 6KSC Pipe

Testing of DI/HDPE pipes with hydraulic testing equipment by filling with water ( including cost of water ) and testing to recommended pressure in convenient strectches and attending the burst if any occurred during the test , excluding the cost of pipes , including other incidental and operational charges etc . complete for following diameters of pipes 200mm DI K7 Pipe

250 mm DI K7 Pipe

90 mm HDPE 6KSC Pipe

110 mm HDPE 6KSC Pipe

125 mm HDPE 6KSC Pipe

140 mm HDPE 6KSC Pipe

160 mm HDPE 6KSC Pipe

180 mm HDPE 6KSC Pipe

Barricading work (Where there is less traffic and lines are in narrow width of town panchayat area, busy streets like Market, Bus-stand and in the Highways etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia. and 1.80m height) vertical with horizontal poles in two rows, painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including supplying, delivery and fixing of GI sheet (0.90m x 0.8mm thick) in the horizontal poles and fixing 75mm dia. reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by Departmental Engineers. TWAD SOR P323

House Service Connection House service connection Providing House service connection with suitable dia non corrosive engineering plastic moulded Clamp Saddle with SS 304 threaded metal inserted for tapping outlet suiting for ½”, 3/4” &1” clear bore and with wide plastic strap (Engineering Plastic) with SS 304 suitable bolts & nuts. Saddle to have sealing of Thermo plastic elastomeric (TPE) material around including road cutting, replacement of utilities, providing house service connection, refilling, restoration of roads / drains, testing etc complete with the following materials

Plain Cement Concrete of mix 1 : 2 : 4 (One Cement two sand four aggregates) using 20mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting forming protective bunds cofferdams balling out of water labour for mixing compacting, fininshing and curing, working at depths ,tools and plants and incidental chares such as sheeting shorting and bracing and their subsequent removal etc. complete as per standard specification. as per the standard specification .

RPP INFRA PROJECTS LIMITED