CONSTRUCTION OF CREMATION SHED WITH HAND PUMP AT KALLIKADU VILLLAGE IN PERIYAKOTTAI PANCHAYAT

Amount

CONSTRUCTION OF CREMATION SHED WITH HAND PUMP AT KALLIKADU VILLLAGE IN PERIYAKOTTAI PANCHAYAT

Cremation Shed

Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil as per SS20 B for foundation etc complete

Cement Concrete in 1 : 4 : 8 mix using 40 mm metal including cost and conveyance of all materials to site and labour charges etc complete

Refilling the basement with excavated earth other than sand complying the Standard specification

Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications

Brickwork in Cement mortar 1 : 5 mix using country bricks including cost and conveyance of all materials to site and labour charges etc complete.

Supplying and errecting shuttering including necessary support for plane surface in Foundation Basement and Roof slabs strutting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connected with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at about 90 cms center to center and supported causorina props of 10 cm to 13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155) for column

Below GL Level

Above GL Level

Supplying, fabricating and placing in position mild steel or ribbed tor steel and all reinforced cement Concrete works as per the design given including cost of steel and binding wire in all floors etc complete complying with Standard (MS rods or RTS rods) which will be supplied departmentally at section stores and cost will be recovered at issue rate. The binding wire shall be supplied by the Contractor.

R.C.C. 1:1 1/2:3-using 20mm ISS HBGS metal including cost and conveyance of materials and labour charges etc. complete

Supplying and painting the walls with two coats of wall putty as instructed by the departmental officers including preparation of surface curing, etc., complete in all floors complying with standard specifications (The wall putty shall be got approved by the Executive Engineer before use of work).

Plastering with C. M 1:5 mix, 12 mm thick including cost and conveyance of all materials to site and labour charges etc complete.

Finishing the top of roof with one course of PRESSED TILES of size 23 cm X 23 cm X 2 cm laid in cement mortar 1:3 (One cement and three sand) 12mm thick mixed with water proofing compound conforming to I.S. at 2% by we

C.C. 1:2:4-using 20mm ISS HBGS metal including cost and conveyance of materials and labour charges etc. complete

Emulsion painting for approved colour using colouring pigments including cost and conveyance of all materials to site and labour charges etc complete.

Handpump

Conduction of GeoPhysical survey

Drilling of borewells of size 6" to 8" dia. in sedimentary formation using hand boreset including insertion of casing pipe etc., and supplying and packing of pebbles (Conveyance of hand bore set including loading and unloading to be done by the contractor

0 to 60m from G.L. Level ( SOR 2024-25 Page No. 197)

Reaming from pilot bore from 150mmto 300mm size of bore up to 60m depth below on ( SOR 2024-25 Page No. 197)

Supply of 150mm dia (ID) PVC ribbed borewell casing pipe Blue plain ( SOR 2024-25 Page No. 197)

150mm OD PVC slotted casing pipe ( SOR 2024-25 Page No. 6)

Labour charges for inserting casing pipes (with or without slots) in the drilled holes, filling with the annuler space with pebblis size and quality approved by the Officer. ( SOR 2024-25 Page No. 197)

Charges for developing the borewell with air compressor of cfm capacity including transporation, fuel, labour etc and assertaining the yield of borewell by V notch method and as directed by Officer.( SOR 2024-25 Page No. 202)

Supply and delivery of INDIA MARK II Hand Pump complete set including 32mm GI pipe of 30mt and accessories.The Hand Pump spares should be ISI specifications ( SOR 2024-25 Page No. 204)

Construction of INDIA MARK II Handpump platform and as per TWAD BOARD type design

Erection of INDIA MARK II HAND PUMP set including 32mm GI pipe of 30mt and accessories etc in the bore well for lobour ( SOR 2024-25 Page No. 202)

GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

SRI RAAM ASSOCIATES (BID ID -1298964)