PROVN OF 02 X TOILET BLOCK WITH 08 X URINAL UNITS, 08 X WATER CLOSETS, 04 X HAND WASH BASIN AND 02 X 1000LITRES PVC OH TANK AT 3 TRG BN, 1 EME CENTRE UNDER GE (NORTH) SECUNDERABAD

Amount

Schedule 'A' Part - I (BUILDINGS AND STRUCTURES) This Schedule (contains under mentioned Sl. item No. 1.01 to1.03) is not prepriced by MES and the prepriced rate indicated in Col - 5 as `0.00 indicates this fact only.The tenderer is required to quote their rates in Column 6.

Lumpsum price worked out by the contractor for Construction of Toilet blocks with 08 x Urinal units,08x Western Commonds, 04 x Hand Wash Basin including and 01x 1000 Litres PVC Overhead Tank in single storey with permanent specification with Load bearing wall using PCC blocks Masonry, RCC framed structure and roof, ATT, Roof Treatment using APP Membrane etc., complete all as shown on drawings and as per specification.

Lumpsum price worked out by the contractor for Construction of RCC Septic tank for 100 Users,designed to carry sewage and sullage water, excavation in any type of soil,PCC 1:4:8 below foundation, RCC M-30 Design Mix in Walls , Base Slab , Baffle walls and Roof Slab including beams etc with Vent shaft , manhole openings with cover connection etc complete with effective depth of 1.5 meter and overall depth of 3 meter for (100 USERS )complete all as shown on drawings and as per specification.

Lumpsum price worked out by the contractor for Construction of Soakage well of size 3.6 m dia and 4.5 m effective depth, Soakage well excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber and screen chamber made of brick masonry in CM, RCC cover slab in M 25/ SFRC cover, interconnecting pipes of RCC/ DWC complete filled with brick bats, complete all as shown on drawings No.TD/ST/747,Sheet No1/1 dated 22 Jan2011 and as specified,but well of size 3.6 m dia and 4.5 m effective depth,

Lump sum price worked out by the Contractor for “EXCAVATION, EARTH WORK AND SITE CLEARANCE” as listed in Schedule ‘A’ Part - II representing _______ % ______________ percent Above / Below the lump sum price of `1,90,401.74 inserted by the MES in Schedule ‘A’ Part - II

Lump sum price worked out by the Contractor for “ROAD/PATH/CULVERT ” as listed in Schedule ‘A’ Part - III representing __________ % ____________ percent Above / Below the lump sum price of ` 3,19,750.14 inserted by the MES in Schedule ‘A’ Part - III

Lump sum price worked out by the Contractor for “ AREA DRAINAGE DISPOSAL ” as listed in Schedule ‘A’ Part - IV representing __________ % ___________ percent Above / Below the lump sum price of ` 3,59,544.78 inserted by the MES in Schedule ‘A’ Part - IV

Lump sum price worked out by the Contractor for "INTERNAL WATER SUPPLY” as listed in Schedule ‘A’ Part - V representing _______ % __________________ percent Above / Below the lump sum price of `2,45,261.76 inserted by the MES in Schedule ‘A’ Part - V

Lump sum price worked out by the Contractor for "INTERNAL ELECTRIFICATION” as listed in Schedule ‘A’ Part - VI representing _______ % __________________ percent Above / Below the lump sum price of `1,42,956.00 inserted by the MES in Schedule ‘A’ Part - VI

Lump sum price worked out by the Contractor for “ EXTERNAL WATER SUPPLY ” as listed in Schedule ‘A’ Part - VII representing ______ % _________________ percent Above / Below the lump sum price of `46,985.60 inserted by the MES in Schedule ‘A’ Part - VII

Lump sum price worked out by the Contractor for “ EXTERNAL ELECTRIC SUPPLY ” as listed in Schedule ‘A’ Part - VIII representing ______ % _________________ percent Above / Below the lump sum price of `70,815.45 inserted by the MES in Schedule ‘A’ Part - VIII

Schedule 'A' Part - IX This Schedule is not prepriced by MES and the prepriced rate indicated in Col - 5 as `0.00 indicates this fact only.The tenderer is required to quote their rates in Column 6. This Schedule constitutes Sl. Item No. 11.00 to 13.00

SEWAGE DISPOSAL DCWPE (SN8) 180 (OD)/ 163 (ID) mm diameter pipes laid on 150 mm thick bed with excavation in any type of soil, including manholes/ drop manhole of standard size made of brick masonry/ RCC/ Precast RCC with SFRC ventilating cover and frame. Includes all items and activities to execute and make sewer line functional.

EXTERNAL WATER SUPPLY M&L cutting of road / hard standing up to a size not exc 60 cm in width and 60 cm depth for laying of water pipe line complete all as specified and as directed.

Repairs to potholes / road cuttings any depth, not exceeding 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc. cutting around edges to at least 25 mm in depth, making good by applying tack coat @ 5 kg per 10 sq m of paving bitumen, putting in premix as specified for thin bituminous carpet (2 cm thick) , well rammed and sealed with pre mixed sand seal coat (6.8 kg of paving bitumen with 0.06 cum sand ), again well rammed (including supply of premixed binder and sand), depth of pot holes not exceeding 30mm.

EXTERNAL ELECTRICSUPPLY S&F MCB 40A breaking capacity - 25 KA, 4 Pole alongwith modular MCB enclosure accessories complete all as specified and directed

S RAVIKANTH REDDY&CO (BID ID -3208447)

M/s GM Constructions (BID ID -3206261)

K LAKSHMAN SINGH AND CO (BID ID -3201565)

SAI RUPA CONSTRUCTIONS (BID ID -3205862)

SKY CONSTRUCTIONS (BID ID -3205375)

Sai Raja Enterprises (BID ID -3206269)