Construction of 2 Nos of 10.00 LL GLSR and Construction of 2 Nos of 5.00 LL OHT (12 m and 16 m staging ) at SIPCOT Industrial Park, Shoolagiri, Phase-I

Amount

(PART A) - Construction of 10.00 Lakh litres Sump (1No) in Maruthandapalli Village.

Earth work excavation for foundation in all classes of soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by SIPCOT Officers.

Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil ( SS 20B) I-st depth of 2.00 m etc., complete complying with standard specification and as directed by the SIPCOT officers

Quarrying, wedging & chiseling the hard rock requiring blasting. 0 to 2.00m From Below GL etc., complete complying with standard specification and as directed by the SIPCOT officers

Quarrying, wedging & chiseling the hard rock requiring blasting 2.00 to 3.00 m Below GL etc., complete complying with standard specification and as directed by the SIPCOT officers

Quarrying, wedging & chiseling the hard rock requiring blasting. 3.00 to 4.00 m Below GL etc., complete complying with standard specification and as directed by the SIPCOT officers.

Filling with clean river sand complying with standard specification including watering ramming and consolidation etc., complete complying with standard specification and as directed by the SIPCOT officers.

Plain Cement Concrete 1:4:8 (One Cement, Four M-sand and Eight hard broken stone jelly) using 40 mm ISS size hard broken granite stone jelly for foundation including dewatering wherever if found necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc., complete complying with standard specification including cost and conveyance of all materials to site etc., complete complying with standard specification and as directed by the SIPCOT 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 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, etc., complete complying with standard specification and as directed by the SIPCOT officers The coarse and fine aggregates to be used should comply with the requirements of IS Standards and as directed by SIPCOT officers.

Upto 1.50 m depth below G.L.

Above 1.50 m upto 4.50 m depth below G.L.

Upto 4.50 m height above G.L.

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 above 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. and as directed by SIPCOT officers.

Upto 3.30 m below G.L. - Curved surface

Upto 3.30 m below GL - Square column

Upto 3.30 m above GL - Circular column

up to 3.30 m above GL- curved surface

up to 3.30 m above GL- Circular surface

up to 3.30 m above GL- Square surface

3.30 m to 4.30 m above G.L. - plane surface

Painting the walls with two coats of cement paint over one coat of cement primer including preparation of surface curing, cost of primer etc. complete in all floors complying with standard specifications and as directed by SIPCOT officers. (The colour and shade of the cement paint shall be got approved by the Executive Engineer before use of work).

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel bars high strength deformed bars like RTS bars etc., conforming to FE 415 Grade for all RCC works including cost and conveyance of steel, binding wire to work site cost of fabrication ,labour charges for cleaning the rods , straightening , cutting, bending, tying grills, hoisting and placing the reinforcement in position before concreting , cost of binding wire , provision of space bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT officers.

Supply ,delivery and fixing of RCC inside Access ladder of size 0.10x0.15x4.14m with steps of size 0.15x0.05x0.45m at an interval of 0.3m c/c using M30 concrete and RTS reinforcement with main rod of 10mm 4 nos. for Rib and 8mm stirrups at 0.15m c/c and with main rod of 8mm 2 nos. for each step with 8mm distributer at 0.1m c/c including cost of all materials , moulding charges, all labour charges finishing curing etc. complete complying with standard specification and as directed by the SIPCOT Officers. For storage depth of 3.00m

Supplying and fixing in position of outside MS Ladder of 45cm clear wide made out of 50mm x 50mm x 6mm MS Angle for sides and steps in 16mm MS plain rods fixed at 30cm c/c welded jointed etc, providing with suitable side supports,clamps, locking arrangements provided with two coats of approved enamal paint over one coat of red oxide paint to access over roof top including bottom anchorage with bed block in CC1:2:4 using 20mm HBG at top and bottom of sump with suitable anchor bolt and transportation charges etc., complete complying with standard specification and as directed by SIPCOT officers.

Supplying and fixing in position of 0.60 x 0.60 m size RCC Manhole on the roof slab including the cost of men & materials etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Supply , delivery and fixing of enameled water level indicator of approved design and pattern (graduation in metric system) with required all accessories etc. complete complying with standard specification and as directed by the SIPCOT Officers. (The rates including loading , unloading, conveyance charges but excluding GST)

Reinforced Cement Concrete 1 : 1 1/2 : 3 mix ( one Cement one and half sand and three hard broken granite stone of 20mm size hard broken granite stone) for ventilator of dia. 0.45 m with 0.05m thick. including the cost of men & materials etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Refilling the foundation with excavated earth (other than sand) including watering, ramming, consolidating etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Providing Cut stone set in CM 1:3 (one cement and three M-sand) using well dressed cut stone supporting inlet pipe of size 0.45 x 0.45 x 0.15 m for service reservoir etc., complete as per standard specifications and as directed by SIPCOT officers.

Painting SIPCOT Emblem in accordance with the size and specification as approved by the Board on the side wall of Sump including cost of all consumable ,one coat of base paint etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Provosion for pipe connection arrangements for inlet, Outlet, scour and overflow pipe arrangements including cost of pipes, Specials, valvesand labour charges for lifting, aligning and fixing etc. complete complying with standard specification and as directed by the SIPCOT Officers.

INLET ARRANGEMENTS

200 mm X 2.75 m C I D / F PIPE

200 mm X 2.00 m C I D / F PIPE

200 mm x 1.30 m C I D / F PIPE

200 mm x 0.50 m C I D / F PIPE

200 mm x 0.30 m C I D / F PIPE

200 mm x 1.00 m C I D / F PIPE (Slotted)

200 mm Duck foot Bend

200 mm 90 degree D /F Bend

200 mm C I D/ F Sluice Valve

200 mm CI flgd / skt tail piece

Surface box

OVERFLOW ARRANGEMENTS

200 mm X 2.75 m C I D / F PIPE

200 mm x 1.30 m C I D / F PIPE

200 mm x 1.00 m C I D / F PIPE

200 mm Duck foot Bend

200 mm 90 degree D /F Bend

200 mm C I Bell mouth

200 mm CI flgd / skt tail piece

Supply and delivery of the following size of CI D/F Sluice Valve withwheel As per ISI 14846/2000 PN 1.0 etc. complete complying with standard specification and as directed by the SIPCOT Officers.

200 mm C I D/ F Sluice Valve

Laying of CI D/F pipes and specials to proper grade and alignment cxcluding cost of pipes and specials and jointing materials etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Jointing the CI Double flanged pipes and specials with rubber insertion to the required specifications with M.S bolts and nuts complete and testing the pipes to the required pressure with water etc. complete complying with standard specification and as directed by the SIPCOT Officers. (including cost of jointing materials)

Supply and Delivery of following size of bolts and nuts and rubber insertion sheet etc. complete complying with standard specification and as directed by the SIPCOT Officers.

20 mm dia X 100 mm length fully treadded bolts

6 mm Rubber insertion Sheet

Construction of masonry valve pit for fixing Sluice valves as per type design No.9/43. The foundation will be in PCC 1:4:8 and brick work in C:M 1:5 Plastering in cm 1:3 12mm thick and the pit provided with 100mm thick RCC 1:11/2:3cover slab. The rate should include earth work excavation in various soils met with at the site of work, refilling the pit after the construction of pit, cost of levelling course, brick work, plastering, cut stone RCC cover slab, cost of reinforcemet, fabrication charges and fixing the valves in position inside the pit, laying and jointing of CI pipes and specials etc., complete. The Jointing materials such as bolts nut washers, rubber insertion sheets white lead have to be procured and utilised by the contractor at his own cost etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Provsion for Rain Water Harvesting (Parapet wall over roof top)

Brick Work in CM 1:6 (One cement and Six sand)using country bicks of size 8.75" x 4.25" x 2" including for parapet wall alround roof slab etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Plastering in CM 1:5 (One cement and five sand) - 12mm thick alround papapet over roof slab icluding finishing curing etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Plastering in CM 1:3 (One cement and three sand) - over roof slab of reservoir with proper gradient of 1/50 for drain the rain water at the center of roof slab by cnnecting the rain water harvesting pipes with over flow pipe as per type design etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Painting the walls with two coats of cement paint over one coat of cement primer including preparation of surface curing and including cost of primer etc., complete in all floors complying with standard specifications and as directed by SIPCOT officers. (The colour and shade of the cement paint shall be got approved by the Executive Engineer before use of work).

Supply and fixing of pvc gratings of size 20x20cm for fixing in the roof of the reservoir etc. complete complying with standard specification and as directed by the SIPCOT Officers.

RECHARGE/SOAKOIT FOR RAIN WATER HARVESTING FOR RESERVOIR WITH FLAT ROOF.

Earth work excavation and depositing on bank with initial lead of 10M and initial lift of 2M for Hard Stiff clay, Stiff black cotton,hard red earth, shales, murram, gravel, stoney earth and earth mixed with small sized boulders and hard gravely soil as pe

Brick work in CM 1:6 (One cement and six sand) using country bricks of size 8.75" x4.25"x2" including curing etc., complete for parapet well alround roof slab as directed by TWAD Board officers.

Supply,delivery and filling of clean river course sand / M sand for the recharge piot s per type design.

Supply,delivery and filling of 20 mm size brick bats as per type design.

Supply,deliery ad filling of 40mm size brick batsas per type design.

Supply,deliery and fixing of splash pad of size 500 x 500 x 50mm at the over flow junction point with recharge pit.

Cost of pipes - 110mm OD UPVC - 4 Ksc

Fixing pvc pipes with clamps

(PART - B) - Construction of 10.00 Lakh litres Sump (1No) in Nallaganakothapalli Village

Earth work excavation for foundation in all classes of soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by SIPCOT Officers.

Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil ( SS 20B) I-st depth of 2.00 m etc., complete complying with standard specification and as directed by the SIPCOT officers

Quarrying, wedging & chiseling the hard rock requiring blasting. 0 to 2.00m From Below GL etc., complete complying with standard specification and as directed by the SIPCOT officers

Quarrying, wedging & chiseling the hard rock requiring blasting 2.00 to 3.00 m Below GL etc., complete complying with standard specification and as directed by the SIPCOT officers

Quarrying, wedging & chiseling the hard rock requiring blasting. 3.00 to 4.00 m Below GL etc., complete complying with standard specification and as directed by the SIPCOT officers.

Filling with clean river sand complying with standard specification including watering ramming and consolidation etc., complete complying with standard specification and as directed by the SIPCOT officers.

Plain Cement Concrete 1:4:8 (One Cement, Four M-sand and Eight hard broken stone jelly) using 40 mm ISS size hard broken granite stone jelly for foundation including dewatering wherever if found necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc., complete complying with standard specification including cost and conveyance of all materials to site etc., complete complying with standard specification and as directed by the SIPCOT 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 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, etc., complete complying with standard specification and as directed by the SIPCOT officers The coarse and fine aggregates to be used should comply with the requirements of IS Standards and as directed by SIPCOT officers.

Upto 1.50 m depth below G.L.

Above 1.50 m upto 4.50 m depth below G.L.

Upto 4.50 m height above G.L.

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 above 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. and as directed by SIPCOT officers.

Upto 3.30 m below G.L. - Curved surface

Upto 3.30 m below GL - Square column

Upto 3.30 m above GL - Circular column

up to 3.30 m above GL- curved surface

up to 3.30 m above GL- Circular surface

up to 3.30 m above GL- Square surface

3.30 m to 4.30 m above G.L. - plane surface

Painting the walls with two coats of cement paint over one coat of cement primer including preparation of surface curing, cost of primer etc. complete in all floors complying with standard specifications and as directed by SIPCOT officers. (The colour and shade of the cement paint shall be got approved by the Executive Engineer before use of work).

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel bars high strength deformed bars like RTS bars etc., conforming to FE 415 Grade for all RCC works including cost and conveyance of steel, binding wire to work site cost of fabrication ,labour charges for cleaning the rods , straightening , cutting, bending, tying grills, hoisting and placing the reinforcement in position before concreting , cost of binding wire , provision of space bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT officers.

Supply ,delivery and fixing of RCC inside Access ladder of size 0.10x0.15x4.14m with steps of size 0.15x0.05x0.45m at an interval of 0.3m c/c using M30 concrete and RTS reinforcement with main rod of 10mm 4 nos. for Rib and 8mm stirrups at 0.15m c/c and with main rod of 8mm 2 nos. for each step with 8mm distributer at 0.1m c/c including cost of all materials , moulding charges, all labour charges finishing curing etc. complete complying with standard specification and as directed by the SIPCOT Officers. For storage depth of 3.00m

Supplying and fixing in position of outside MS Ladder of 45cm clear wide made out of 50mm x 50mm x 6mm MS Angle for sides and steps in 16mm MS plain rods fixed at 30cm c/c welded jointed etc, providing with suitable side supports,clamps, locking arrangements provided with two coats of approved enamal paint over one coat of red oxide paint to access over roof top including bottom anchorage with bed block in CC1:2:4 using 20mm HBG at top and bottom of sump with suitable anchor bolt and transportation charges etc., complete complying with standard specification and as directed by SIPCOT officers.

Supplying and fixing in position of 0.60 x 0.60 m size RCC Manhole on the roof slab including the cost of men & materials etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Supply , delivery and fixing of enameled water level indicator of approved design and pattern (graduation in metric system) with required all accessories etc. complete complying with standard specification and as directed by the SIPCOT Officers. (The rates including loading , unloading, conveyance charges but excluding GST)

Reinforced Cement Concrete 1 : 1 1/2 : 3 mix ( one Cement one and half sand and three hard broken granite stone of 20mm size hard broken granite stone) for ventilator of dia. 0.45 m with 0.05m thick. including the cost of men & materials etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Refilling the foundation with excavated earth (other than sand) including watering, ramming, consolidating etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Providing Cut stone set in CM 1:3 (one cement and three M-sand) using well dressed cut stone supporting inlet pipe of size 0.45 x 0.45 x 0.15 m for service reservoir etc., complete as per standard specifications and as directed by SIPCOT officers.

Painting SIPCOT Emblem in accordance with the size and specification as approved by the Board on the side wall of Sump including cost of all consumable ,one coat of base paint etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Provosion for pipe connection arrangements for inlet, Outlet, scour and overflow pipe arrangements including cost of pipes, Specials, valvesand labour charges for lifting, aligning and fixing etc. complete complying with standard specification and as directed by the SIPCOT Officers.

INLET ARRANGEMENTS

200 mm X 2.75 m C I D / F PIPE

200 mm X 2.00 m C I D / F PIPE

200 mm x 1.30 m C I D / F PIPE

200 mm x 0.50 m C I D / F PIPE

200 mm x 0.30 m C I D / F PIPE

200 mm x 1.00 m C I D / F PIPE (Slotted)

200 mm Duck foot Bend

200 mm 90 degree D /F Bend

200 mm C I D/ F Sluice Valve

200 mm CI flgd / skt tail piece

Surface box

OVERFLOW ARRANGEMENTS

200 mm X 2.75 m C I D / F PIPE

200 mm x 1.30 m C I D / F PIPE

200 mm x 1.00 m C I D / F PIPE

200 mm Duck foot Bend

200 mm 90 degree D /F Bend

200 mm C I Bell mouth

200 mm CI flgd / skt tail piece

Supply and delivery of the following size of CI D/F Sluice Valve withwheel As per ISI 14846/2000 PN 10.0 etc. complete complying with standard specification and as directed by the SIPCOT Officers.

200 mm C I D/ F Sluice Valve

Laying of CI D/F pipes and specials to proper grade and alignment cxcluding cost of pipes and specials and jointing materials etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Jointing the CI Double flanged pipes and specials with rubber insertion to the required specifications with M.S bolts and nuts complete and testing the pipes to the required pressure with water etc. complete complying with standard specification and as directed by the SIPCOT Officers. (including cost of jointing materials)

Supply and Delivery of following size of bolts and nuts and rubber insertion sheet etc. complete complying with standard specification and as directed by the SIPCOT Officers.

20 mm dia X 100 mm length fully treadded bolts

6 mm Rubber insertion Sheet

Construction of masonry valve pit for fixing Sluice valves as per type design No.9/43. The foundation will be in PCC 1:4:8 and brick work in C:M 1:5 Plastering in cm 1:3 12mm thick and the pit provided with 100mm thick RCC 1:11/2:3cover slab. The rate should include earth work excavation in various soils met with at the site of work, refilling the pit after the construction of pit, cost of levelling course, brick work, plastering, cut stone RCC cover slab, cost of reinforcemet, fabrication charges and fixing the valves in position inside the pit, laying and jointing of CI pipes and specials etc., complete. The Jointing materials such as bolts nut washers, rubber insertion sheets white lead have to be procured and utilised by the contractor at his own cost etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Provsion for Rain Water Harvesting (Parapet wall over roof top)

Brick Work in CM 1:6 (One cement and Six sand)using country bicks of size 8.75" x 4.25" x 2" including for parapet wall alround roof slab etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Plastering in CM 1:5 (One cement and five sand) - 12mm thick alround papapet over roof slab icluding finishing curing etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Plastering in CM 1:3 (One cement and three sand) - over roof slab of reservoir with proper gradient of 1/50 for drain the rain water at the center of roof slab by cnnecting the rain water harvesting pipes with over flow pipe as per type design etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Painting the walls with two coats of cement paint over one coat of cement primer including preparation of surface curing and including cost of primer etc., complete in all floors complying with standard specifications and as directed by SIPCOT officers. (The colour and shade of the cement paint shall be got approved by the Executive Engineer before use of work)

Supply and fixing of pvc gratings of size 20x20cm for fixing in the roof of the reservoir etc. complete complying with standard specification and as directed by the SIPCOT Officers.

RECHARGE/SOAKOIT FOR RAIN WATER HARVESTING FOR RESERVOIR WITH FLAT ROOF.

Earth work excavation and depositing on bank with initial lead of 10M and initial lift of 2M for Hard Stiff clay, Stiff black cotton,hard red earth, shales, murram, gravel, stoney earth and earth mixed with small sized boulders and hard gravely soil as pe

Brick work in CM 1:6 (One cement and six sand) using country bricks of size 8.75" x4.25"x2" including curing etc., complete for parapet well alround roof slab as directed by TWAD Board officers.

Supply,delivery and filling of clean river course sand for the recharge piot s per type design.

Supply,delivery and filling of 20 mm size brick bats as per type design.

Supply,deliery ad filling of 40mm size brick bats as per type design.

Supply,deliery and fixing of splash pad of size 500 x 500 x 50mm at the over flow junction point with recharge pit.

Cost of pipes - 110mm OD UPVC - 4 Ksc

Fixing pvc pipes with clamps

(PART C) - Construction of 5.00 Lakh litres Capacity OHT (1No) with 12.00 m Staging in Maruthandapalli Village

Earthwork excavation and deposting on bank with an initial lead of 10 m and lift of 2 m in head stiff clay blcak cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for fountadion SS 20B etc., complete complying with standred specification and as directed by SIPCOT Officers.

Hard rock measured in solid including blasting and stacking etc., complete as per standard specification and as directed by SIPCOT officers.

0 to 2 m from below GL

2 to 3 m From Below GL

3 to 4 m From Below GL

Filling the bottom of foundation with M.sand in layers of 15cm thick,watered well rammed and consolidated etc. complete complying with standard specification and as directed by the Officers. Below G.L 0 to 1.50 m

Plain Cement Concrete 1:4:8 (One Cement, Four M-sand and Eight hard broken stone jelly) using 40 mm ISS size hard broken granite stone jelly for foundation including dewatering wherever if found necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc., complete complying with standard specification including cost and conveyance of all materials to site and as directed by SIPCOT officers.

Below GL 1.50 m to 4.50 m

Below GL 0 to 1.50 m

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 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, 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 and as directed by SIPCOT officers.

Up to 1.5 m to 4.50 m Below GL

Up to 1.5m below GL

0 to 1 m above GL

1 to 4.50 Above GL (Tie Beam)

4.50 to 7.32 m For Column

7.32 to 10.98 m Height for Column above Gl ( up to 8.775 m)

10.98 to 14.64 m Height for Column above Gl

0-4.50 m above floor slab 0 to 1.00m Above flatform

1.00 to 4.50 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 above 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. and as directed by SIPCOT officers.

0 to 3.30 below GL

Plane Surface

Square Surface

Circular Surface

0 to 3.30 Above GL

Square Column

Circular Column

0 to 3.30 m height form above GL

Plane Surface

3.30 to 4.30 m for Column

Circular surface

square Column

4.30 to 5.30m for Column

Circular surface

square Column

5.30 to 6.30 m for Column

Circular Column

square Column

Tie beam at (TB)+6.00 m Level (6.075 to 6.30m m Height ) Plane Surface

6.30 to 7.30 m for Column

Circular Column

square Column

7.30 to 8.30 m height for Column

Circular Column

square Column

8.30 to 9.30 m Height for Column ( Up to 8.775 m Height)

Circular Column

square Column

Tie beam at (TB) + 9.225 m Level (8.30 to 9.30m m Height) - Plane Surface

9.30 to 10.30 m Height for Column

Circular Column

square Column

10.30 to 11.10 m Height for Column

Circular Column

square Column

Grid beam at (TB) + 11.00 m Level (11.30 to 12.30 m m Height)

Curved Surface

0-3.30m From Floor Slab (above G.L.)

Curved Surface

square Column

3.30 m to 4.30 m Height

Curved Surface

square Column

Roof Slab at + 3.95 m level

Curved Surface

Plane Surface

Painting the walls with two coats of cement paint over one coat of cement primer including preparation of surface curing and including cost of primer etc., complete in all floors complying with standard specifications and as directed by SIPCOT officers. (The colour and shade of the cement paint shall be got approved by the Executive Engineer before use of work).

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel bars high strength deformed bars like RTS bars etc.., conforming to FE 415 Grade for all RCC works including cost and conveyance of steel, binding wire to work site cost of fabrication ,labour charges for cleaning the rods, straightening , cutting, bending, tying grills, hoisting and placing the reinforcement in position before concreting , cost of binding wire , provision of space bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT officers.

Construction of RCC Sprial stair case in RCC M30 design mix concrete of 1.80 m dia required height for approach to the roof of service reservoir with RCC hand rails as per type design of in cluding necessary earth work excavation in various classification of soils met with at the site of work for providing fountation concrete CC 1:4:8mix, RCC footing M30 Mix, GL Platform etc., including cost of steel reinforcement , fabrication charges, scoffholding, centring precastring, , cemeant painting the surfaces etc complete,. vide seperate sheet annexed. (Spiral Stircase for 12 M Staging)

Earthwork excavation and depositing on bank with initial lead and lift (a)in hard stiff clay,black cotton soil, hard red earth,shales, muram,gravel,stoney earth and earth mixed with 50% fair size boulders.

Removing hard rock by wedging, chiselling & trimming to proper shape where blasting is prohibited with initial lead of 10 m and initial lift of 1 m

Msand filling for foundation including the cost of sand,ramming and consolidation etc complete

Plain Cement Concrete 1:4:8 (One Cement, Four M-sand and Eight hard broken stone jelly) using 40 mm ISS size hard broken granite stone jelly for foundation including dewatering wherever if found necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc., complete complying with standard specification including cost and conveyance of all materials to site and as directed by SIPCOT officers.

Reinforced Cement concrete in 1:11/2:3 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per standard specification and as directed by SIPCOT officers.

Column upto G.L.

Column upto 4.50m from G.L.

Column upto 4.50m - 7.32 m from G.L.

Column upto 7.32m - 10.98m from G.L.

Column upto 10.98m-14.64m from G.L.

Column upto 14.64m-18.3m from G.L.

Landing Slab at top of S.R

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 standard specification and as directed by SIPCOT Officers.

Rectangular portion below G.L.

Column upto G.L.

Landing slab @20 m

Reinforced Cement concrete in 1:11/2:3 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per standard specification and as directed by SIPCOT officers. for steps

Below G.L

Reinforced Cement concrete in 1:11/2:3 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per standard specification and as directed by SIPCOT officers. for Jally work

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel bars high strength deformed bars like RTS bars etc.., conforming to FE 415 Grade for all RCC works including cost and conveyance of steel, binding wire to work site cost of fabrication ,labour charges for cleaning the rods , straightening , cutting, bending, tying grills, hoisting and placing the reinforcement in position before concreting , cost of binding wire , provision of space bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT officers.

Charges for mould for casting steps

Charges for mould for casting handrails posts

Charges for mould for casting jollywork

Providing scafolding for a length of 4m wide

Lifting the steps and jolly works by means of pulley block and structing in position including hire charge for pulley block.

Provision for fixing the staircase with columns at brace level with MS clamps (or) with RCC beams.

Providing M.S Grill gate at roof level woth lock

Provision for finishing works

Refilling the foundation with excavated earth (other than sand) including watering, ramming, consolidating etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Providing and fixing RCC inside access ladder of approved pattern and design in RCC 1:11/2:3 (One cement and one and half sand and three HBG stone of 20mm size 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 SIPCOT Officers.

Providing RCC ventilating arrangements etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Supplying and fixing in position of cut stone of size 0.45m x 0.45m x 0.15m at site 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 SIPCOT Officers.

Supply, delivery and fixing in position of 0.60x0.60 m C.I manhole frame and cover heavy duty approved patten at the roof slab and as directed . the manhole frame and cover should of light etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Labour charges for Painting Sipcot Emblem in accordance with the size and specifications as approved by the Board on the Service Reservoirs including cost of all consumables , one coat of base paint, scaffolding charges including painting NRDWP logo on the Service Reservoir etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Refilling the sides of foundation with excavated earth (other than sand) in layers of 15cm thick,watered well rammed and consolidated etc. complete complying with standard specification removing and spreading the surplus earth at the places shown etc. complete complying with standard specification and as directed by the SIPCOT Officers.

As per item 1 a+1 b+ 1c+1d (32+134+74+45)=285m³. Less item no : 2. ( D/F sand filling quantity=-15m³). 3.(D/F P.C.C 1:4:8 quantity=16.50m³) 4.(D/F column R.C.C quantity up to GL=37+25=62m³) Total (285-15-16.50-62=191.50) add Extra 0.50 =192.00m³

Parapet Wall Over roof slab for rain water harvesting arrangement etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Brick Work in CM 1:6 (One cement and Six sand)using country bicks of size 8.75" x 4.25" x 2" including for parapet wall alround roof slab etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Plastering in CM 1:5 (One cement and five sand) - 12mm thick alround papapet over roof slab icluding finishing curing etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Plastering in CM 1:3 (One cement and three sand) - over roof slab of reservoir with proper gradient of 1/50 for drain the rain water at the center of roof slab by cnnecting the rain water harvesting pipes with over flow pipe as per type design etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Painting the walls with two coats of cement paint over one coat of cement primer including preparation of surface curing, cost of primer etc. complete in all floors complying with standard specifications and as directed by SIPCOT officers. (The colour and shade of the cement paint shall be got approved by the Executive Engineer before use of work).

Supply and fixing of pvc gratings of size 20x20cm for fixing in the roof of the reservoir. etc. complete complying with standard specification and as directed by the SIPCOT Officers.

RECHARGE/SOAKOIT FOR RAIN WATER HARVESTING FOR RESERVOIR WITH FLAT ROOF.

Earth work excavation and depositing on bank with initial lead of 10M and initial lift of 2M for Hard Stiff clay, Stiff black cotton,hard red earth, shales, murram, gravel, stoney earth and earth mixed with small sized boulders and hard gravely soil etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Brick work in CM 1:6 (One cement and six sand) using country bricks of size 8.75" x4.25"x2" including curing etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Supply,delivery and filling of clean river course sand for the recharge piot s per type design. etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Supply,delivery and filling of 20 mm size brick bats as per type design. etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Supply,deliery ad filling of 40mm size brick batsas per type design. etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Supply,deliery and fixing of splash pad of size 500 x 500 x 50mm at the over flow junction point with recharge pit. etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Cost of pipes - 110mm OD UPVC - 4 Ksc etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Fixing pvc pipes with clamps etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Supply Top bases Lightning Arrester – SIRUS Supply of ESE lightning air terminal with the below technical parameters. • Stainless Steel material (304 L) – suitable for corrosive environments • Delta T = 60 micro seconds • HIZAL lab tested as per NF C 17-102 (2011) standard • Tested for 204 KA peak impulse current • Ipeak-avg = 102 KA • Protection radius = 107 mtrs (Level 4 / Standard) Model: SIRUS,Supply of 17.2mm Dia Copper Bonded Rod 3 Mtrs Long with SS Unit , Bolt and 50Kg EFC,MOUNTING STRUCTURE Standard Mounting Structure of 6 mtrs height with GI pipe and base plate suitable for roof mounting,Control Analogue Type,Supply of 25 x3 Copper Strip,Installation of ESE Lightning Arrester 1) Installation of Mounting Structure 2) Installation of Lightning Rod 3) Laying of Down conductor Installation of Earth Electrodes 4) Installation of earth electrode,Scaffolding Charges.

Special & Adavnce Features Can be View Water Level using Inbuilt Application from Android Mobile and Computers ("I -Talk") Easy to verify Water Flow & Pervious Date/Month/Year Datas Can be checkedUsed Solar Panel Monocrystalline & No EB Required.LED Display Unit (Hibeam Red Color LED Light).Inbuilt Buffer Alarm for Water High and Low.Inbuilt Lithium Battery Backup For 2 Days (3 Years Warranty).CallBack for User when Water is at High or Low level.100% Message to user for Waterlevel 70% & 20%,Scaffolding Charges. etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Supply and fixing of precast RCC handrails of 0.91 m height in M 20 concrete over the top of the roof slab of approved pattern and resign including the cost of concrete mix, Reinforecment, Centering and labour charges etc complete Opening of stair case. etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Provision for Air vent pipes inner dia 0.40 m in M 30 with RCC rods and mould including supply and Delivery of weld mesh 10 cm X 10 cM in 10 Kauge Sq with cost of labour for lifting, fixing etc. complete complying with standard specification and as directed by the SIPCOT Officers.

(PART D) - CONSTRUCTION OF 5.00 LAKH LITRES CAPACITY OHT (1No) WITH 16.00M STAGING IN NALLAGANAKOTHAPALLI VILLAGE

Clearing of light jungles and removing away from site cetc. complete complying with standard specification and as directed by the SIPCOT Officers.

Earthwork excavation and depositing on bank with an initial lead of 10 m and lift of 2m in Hard stiff clay blcak cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Hard rock measured in solid including blasting and stacking etc. complete complying with standard specification and as directed by the SIPCOT Officers.

2.00 to 3.00 m Below GL

3.00 to 4.00 m Below GL

4.00 to 5.00 m Below GL

Filling the bottom of foundation with M.sand in layers of 15cm thick,watered well rammed and consolidated etc. complete complying with standard specification and as directed by the SIPCOT Officers.

Plain Cement Concrete 1:4:8 (One Cement, Four M-sand and Eight hard broken stone jelly) using 40 mm ISS size hard broken granite stone jelly for foundation including dewatering wherever if found necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing including cost and conveyance of all materials to site etc., complete complying with standard specification and as directed by SIPCOT officers.

Below G.L 1.50 m to 4.50 m

Below G.L 0 to 1.50 m

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 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, 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 and as directed by SIPCOT officers.

Up to 1.50 m to 4.50 m below GL

Up to 1.5 m Below GL

0-1.00 m Above GL

1.00 to 4.50 m Above GL (Tie Beam)

4.50 to 7.32 m For Column

7.32 to 10.98 m for Column

10.98 to 14.64 m Height for Column above GL (Up to 11.775m)

14.64 to 18.30 m Height for column above GL

0 to 1.00 m above floor slab

1.00 to 4.50 m above floor slab

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 standard specification and as directed by SIPCOT Officers.

0-3.30 m Below GL

Plane Surface

Square Surface

Circular Surface

3.30 to 4.30 m Below GL

Plane Surface

Square Surface

Circular Surface

4.30 to 5.30 m Below GL

Plane Surface

0-3.30 m above GL

Square Column

Circular Column

3.30 to 4.30 Above GL

Square Column

Circular Column

3.775 m to 4.225 m height from above GL

Plane Surface

4.225 to 4.30 m for column

Circular Surface

Square Surface

4.30 to 5.30 m for Column

Circular Surface

Square Column

5.30 to 6.30 m for Column

Circular Column

Square Column

6.30 to 7.30 m for Column

Circular Column

Square Column

7.30 to 7.775 m for Column

Circular Column

Square Column

Tie beam at (TB) + 7.775 m Level (7.775 to 8.225m m Height) Plane Surface

7.775 to 8.30 m for Column

Circular Column

Square Column

8.30 to 9.30 m Height for Column

Circular Column

Square Column

9.30 to 10.30 m Height for Column

Circular Column

Square Column

10.30 to 11.30 m Height for Column

Circular Column

Square Column

11.30 to 12.30 m Height for Column

Circular Column

Square Column

Tie beam at (TB) + 11.775 m Level (11.775 to 12.225m m Height) - Plane Surface

11.30 to 12.30 m Height for Column

Circular Column

Square Column

12.30 to 13.30 m Height for Column

Circular Column

Square Column

13.30 to 14.30 m Height for Column

Circular Column

Square Column

14.30 to 15.30 m Height for Column

Circular Column

Square Column

15.30 to 16.30 m Height for Column

Circular Column

Square Column

Grid beam at (TB) + 15.10 m Level (15.10 to 16.00 m m Height)

Curved Surface

0-3.30m From Floor Slab (above G.L.)

Curved Surface

Square Column

0-3.30m to 4.30 m Height

Curved Surface

Square Column

Roof Slab at + 3.95 m level

Curved Surface

Plane Surface

Painting the walls with two coats of cement paint over one coat of cement primer including preparation of surface curing, cost of primer etc. complete in all floors complying with standard specifications and as directed by SIPCOT officers. (The colour and shade of the cement paint shall be got approved by the Executive Engineer before use of work).

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel bars high strength deformed bars like RTS bars etc.., conforming to FE 415 Grade for all RCC works including cost and conveyance of steel, binding wire to work site cost of fabrication ,labour charges for cleaning the rods , straightening , cutting, bending, tying grills, hoisting and placing the reinforcement in position before concreting , cost of binding wire , provision of space bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT officers.

Construction of RCC Sprial stair case in RCC M30 design mix concrete of 1.80 m dia required height for approach to the roof of service reservoir with RCC hand rails as per type design of in cluding necessary earth work excavation in various classification of soils met with at the site of work for providing fountation concrete CC 1:4:8mix, RCC footing M30 Mix, GL Platform etc., including cost of steel reinforcement , fabrication charges, scoffholding, centring precastring, , cemeant painting the surfaces etc., complete complying with standard specification and as directed by SIPCOT officers. (Height is mentioned from GL to roof slab)

Earthwork excavation and depositing on bank with initial lead and lift (a)in hard stiff clay,black cotton soil, hard red earth,shales, muram,gravel,stoney earth and earth mixed with 50% fair size boulders. etc., complete complying with standard specification and as directed by SIPCOT officers.

Removing hard rock by wedging, chiselling & trimming to proper shape where blasting is prohibited with initial lead of 10 m and initial lift of 1 m etc., complete complying with standard specification and as directed by SIPCOT officers.

Msand filling for foundation including the cost of sand,ramming and consolidationetc., complete complying with standard specification and as directed by SIPCOT officers.

Plain Cement Concrete 1:4:8 (One Cement, Four M-sand and Eight hard broken stone jelly) using 40 mm ISS size hard broken granite stone jelly for foundation including dewatering wherever if found necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing including cost and conveyance of all materials to site etc., complete complying with standard specification and as directed by SIPCOT officers. for levelling course.

Reinforced Cement concrete in 1:11/2:3 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per standard specification and as directed by SIPCOT officers.

Column upto G.L.

Column upto 4.50m from G.L.

Column upto 4.50m - 7.32 m from G.L.

Column upto 7.32m - 10.98m from G.L.

Column upto 10.98m-14.64m from G.L.

Column upto 14.64m-18.3m from G.L.

Column upto 18.30 m-21.96 m from G.L.

Landing Slab at top of S.R

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 standard specification and as directed by SIPCOT Officers.

Rectangular portion below G.L.

Column upto G.L.

Landing slab @20 m

Reinforced Cement concrete in 1:11/2:3 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per standard specification and as directed by SIPCOT officers. for steps

Below G.L

Reinforced Cement concrete in 1:11/2:3 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per standard specification and as directed by SIPCOT officers. for Jally work

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel bars high strength deformed bars like RTS bars etc.., conforming to FE 415 Grade for all RCC works including cost and conveyance of steel, binding wire to work site cost of fabrication ,labour charges for cleaning the rods , straightening , cutting, bending, tying grills, hoisting and placing the reinforcement in position before concreting , cost of binding wire , provision of space bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT officers.

Charges for mould for casting steps etc., complete complying with standard specification and as directed by SIPCOT officers.

Charges for mould for casting handrails posts etc., complete complying with standard specification and as directed by SIPCOT officers.

Charges for mould for casting jollywork etc., complete complying with standard specification and as directed by SIPCOT officers.

Providing scafolding for a length of 4m wide etc., complete complying with standard specification and as directed by SIPCOT officers.

Lifting the steps and jolly works by means of pulley block and structing in position including hire charge for pulley block. etc., complete complying with standard specification and as directed by SIPCOT officers.

Provision for fixing the saaircase with columns at brace level with MS clamps (or) with RCC beams. etc., complete complying with standard specification and as directed by SIPCOT officers.

Providing M.S Grill gate at roof level woth lock etc., complete complying with standard specification and as directed by SIPCOT officers.

Provision for finishing works etc., complete complying with standard specification and as directed by SIPCOT officers.

Refilling the foundation with excavated earth (other than sand) including watering, ramming, consolidating etc., complete complying with standard specification and as directed by SIPCOT officers.

Providing and fixing RCC inside access ladder of approved pattern and design in RCC 1:11/2:3 (One cement and one and half sand and three HBG stone of 20mm size 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 complying with standard specification and as directed by SIPCOT officers.

Providing RCC ventilating arrangements etc., complete complying with standard specification and as directed by SIPCOT officers.

Supplying and fixing in position of cut stone of size 0.3m x 0.3m x 0.15m at site in CM 1:3(One part cement and three part sand) at bottom of inlet pipe inside the Sump the suitable size etc., complete complying with standard specification and as directed by SIPCOT officers.

Supply, delivery and fixing in position of 0.60x0.60 m C.I manhole frame and cover heavy duty approved patten at the roof slab and as directed . the manhole frame and cover should of light etc., complete complying with standard specification and as directed by SIPCOT officers.

Labour charges for Painting Sipcot Emblem in accordance with the size and specifications as approved by the Board on the Service Reservoirs including cost of all consumables , one coat of base paint, scaffolding charges including painting NRDWP logo on the Service Reservoir etc., complete complying with standard specification and as directed by SIPCOT officers.

Refilling the sides of foundation with excavated earth (other than sand) in layers of 15cm thick,watered well rammed and consolidated etc. complete complying with standard specification removing and spreading the surplus earth at the places shown etc., complete complying with standard specification and as directed by SIPCOT officers.

As per item 2 a+2 b+ 2c+2d (188.642+85.460+85.460+51.276)=870.378m³. Less item no : 2. ( D/F sand filling quantity=-15m³). 3.(D/F P.C.C 1:4:8 quantity=14.18m³) 4.(D/F column R.C.C quantity up to GL=50.097+22.521=72.618m³) Total (870.378-15-14.18-72.618=768.58) add Extra 0.50 =769m³

Parapet Wall Over roof slab for rain water harvesting arrangement

Brick Work in CM 1:6 (One cement and Six sand)using country bicks of size 8.75" x 4.25" x 2" including for parapet wall alround roof slab etc., complete complying with standard specification and as directed by SIPCOT officers.

Plastering in CM 1:5 (One cement and five sand) - 12mm thick alround papapet over roof slab icluding finishing curing etc., complete complying with standard specification and as directed by SIPCOT officers.

Plastering in CM 1:3 (One cement and three sand) - over roof slab of reservoir with proper gradient of 1/50 for drain the rain water at the center of roof slab by cnnecting the rain water harvesting pipes with over flow pipe as per type design etc., complete complying with standard specification and as directed by SIPCOT officers.

Painting the walls with two coats of cement paint over one coat of cement primer including preparation of surface curing, cost of primer etc. complete in all floors complying with standard specifications and as directed by SIPCOT officers. (The colour and shade of the cement paint shall be got approved by the Executive Engineer before use of work).

Supply and fixing of pvc gratings of size 20x20cm for fixing in the roof of the reservoir. etc., complete complying with standard specification and as directed by SIPCOT officers.

RECHARGE/SOAKOIT FOR RAIN WATER HARVESTING FOR RESERVOIR WITH FLAT ROOF.

Earth work excavation and depositing on bank with initial lead of 10M and initial lift of 2M for Hard Stiff clay, Stiff black cotton,hard red earth, shales, murram, gravel, stoney earth and earth mixed with small sized boulders and hard gravely soil etc., complete complying with standard specification and as directed by SIPCOT officers.

Brick work in CM 1:6 (One cement and six sand) using country bricks of size 8.75" x4.25"x2" including curing etc., complete complying with standard specification and as directed by SIPCOT officers.

Supply,delivery and filling of M sand for the recharge piot s per type design. etc., complete complying with standard specification and as directed by SIPCOT officers.

Supply,delivery and filling of 20 mm size brick bats as per type design. etc., complete complying with standard specification and as directed by SIPCOT officers.

Supply,deliery ad filling of 40mm size brick batsas per type design. etc., complete complying with standard specification and as directed by SIPCOT officers.

Supply,deliery and fixing of splash pad of size 500 x 500 x 50mm at the over flow junction point with recharge pit. etc., complete complying with standard specification and as directed by SIPCOT officers.

Cost of pipes - 110mm OD UPVC - 4 Ksc etc., complete complying with standard specification and as directed by SIPCOT officers.

Fixing pvc pipes with clamps etc., complete complying with standard specification and as directed by SIPCOT officers.

Supply Top bases Lightning Arrester – SIRUS Supply of ESE lightning air terminal with the below technical parameters. • Stainless Steel material (304 L) – suitable for corrosive environments • Delta T = 60 micro seconds • HIZAL lab tested as per NF C 17-102 (2011) standard • Tested for 204 KA peak impulse current • Ipeak-avg = 102 KA • Protection radius = 107 mtrs (Level 4 / Standard) Model: SIRUS,Supply of 17.2mm Dia Copper Bonded Rod 3 Mtrs Long with SS Unit , Bolt and 50Kg EFC,MOUNTING STRUCTURE Standard Mounting Structure of 6 mtrs height with GI pipe and base plate suitable for roof mounting,Control Analogue Type,Supply of 25 x3 Copper Strip,Installation of ESE Lightning Arrester 1) Installation of Mounting Structure 2) Installation of Lightning Rod 3) Laying of Down conductor Installation of Earth Electrodes 4) Installation of earth electrode,Scaffolding Charges

Special & Advance Features Can be View Water Level using Inbuilt Application from Android Mobile and Computers ("I -Talk") Easy to verify Water Flow & Pervious Date/Month/Year Datas Can be checkedUsed Solar Panel Monocrystalline & No EB Required.LED Display Unit (Hibeam Red Color LED Light).Inbuilt Buffer Alarm for Water High and Low.Inbuilt Lithium Battery Backup For 2 Days (3 Years Warranty).CallBack for User when Water is at High or Low level.100% Message to user for Waterlevel 70% & 20%,Scaffolding Charges. etc., complete complying with standard specification and as directed by SIPCOT officers.

Supply and fixing of precast RCC handrails of 0.91 m height in M 20 concrete over the top of the roof slab of approved pattern and resign including the cost of concrete mix, Reinforecment, Centering and labour charges etc complete Opening of stair case. etc., complete complying with standard specification and as directed by SIPCOT officers.

Provision for Air vent pipes inner dia 0.40 m in M 30 with RCC rods and mould including supply and Delivery of weld mesh 10 cm X 10 cM in 10 Kauge Sq with cost of labour for lifting, fixing etc. complete and leveling site etc., complete complying with standard specification and as directed by SIPCOT officers.

Sub Total of Total Amount in Column BA (ie. Qty x Unit Rate)

Added GST of 18%

MURUGANANTHAN (BID ID -1073366)