1. S/I OF 12 NOS water cooler/Submersible tank of 250 litres capacity at different places, Distt. Raibareli

Transpotaion & establishment of ringh machine (M.R.)

0 to 15 meters

15 to 30 meters

30 to 70 meters

Lowering of PVC assembly comprising 110mm dia Pvc pipe and strainer with blind pipe and including jointing of ends using solvent cement after cutting proper lenth and fixing of required special as prescribed copmplete in all respect (as per Jal Nigam Raibareli)

Supply all material labour T&P for filling of well graded coarse sand (0.1 cum) in the annual space between casing pipe and PVC assembly from bottom of bore hole to 4 Rmt of strainer (as per Jal Nigam Raibareli)

Supply and filling of bentonic for palm and pruure method boaring works including cost of labour complte

Pvc pipe 110 mm 8kg/sq cm

Gi pipe ISI mark 32 mm

Providing and fixing MS clamp of required dia to the top of casing/housing pipe of tubewell as per IS 2800(part 1), including necessary bolts & nuts of required size complete. (DSR 23.14)

Providing and fixing Ball pluge of required dia to the bottom of pipe assembly of tubewell as per IS2800 (part-1) (DSR.23.15.1)

Supplying and fixing 1.5HP r submersible pump motor sand starter steel wire make- havells, finolex crompton etc. (local qutation rate.)

motor starter

Supply and wiring of submains with 2 nos.2.5 sq mm & with I no earth of 1.5 sq mm FRLSH PVC insulted 1100 V grade single core multistrand copper conductore cable in existing PVC conduit complete, inculding supply of all matrerial, labour and T&P etc. required for proper completion of the work as directed by Engineer in charge. Same as in item no. 291 but with 4 nos. 2.5 sq. mm FRLSH PVC insulated copper conductor cable SI No.291G

Stabilizer 5KVA

Supplying and fixing water Chiller plant 250lt/h

Earth Work in foundation in ordinary soil (loam clay or sand). Including lift upto 1.5 mt.(5 ft.) and lead upto 30 mt. (100fts.) and including filling watering and ramming of excavated earth in the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in-charge upto a distance of 30 mt. from the foundation and trenches.SOR.2.6.1

CC 1:4:8 work in 1:4:8 ratio of cement and course sand and 40 mm gauge stone grit for plinth beam and column including supply of all materials. Labour and t & P etc required for proper completion of work as per SI.NO 4:8:1

M-150 class brick work in 1:6 cement and Coarse sand mortar in foundation up to plinth including supply of all materials, labour and S.I. 6:1:2

E/W in filling with cartage of earth 5.0 km distance including all labour and material T & P etc all complete. Sl NO -2.25

Local Sand filling 15% bulkage at site

C.C 1:2:4 work in 1:2:4 ratio of cement and course sand and 20 mm gauge stone grit for plinth beam and column including supply of all materials. Labour and t & P etc required for proper completion of work as per SI.NO 4:1:3

12mm thick plaster with 1:6 Cement and coarse sand mortar including supply of all materials labour T & Petc as per ch-13,1.1.

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade completeSOR-.8.31

Providing and fixing angle iron frames for doors, window and ventilators of mild steel angle sections of sizes 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary but hinges and screws and applying apriming coat of approved steel primer, all complete as per the direction of Engineering-in-charge.chapter-10(SI-10.31)

The fastening brackets of aluminium alloy 6005 t5/MS with Hot dip Galvanised with serrations and serrated washers to arrest the wind load movement fasteners, SS 316 Pins and anchor bolts of approved make in SS 316 Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing the item includes cost of all material & labour component the cost of all mock ups at site cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding till the handing over of the building for occupation.Base frame work for ACP cladding is payable under the relevant aluminium items. The contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawing, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-charge.However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. DSR 8.32 (C)

S/F power pluge sr.1139page139

Supply & fixing of 40 amp TPN MCV as SI.NO1016 CAT-B

Providing and placing on terrace (at all floor levels) polyethylene water storage tank IS:12701 Marked, with cover and suitable looking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and the base support for tank(SI.No-18.48)

Chlorinated polyvinl-chloride (CPVC) pipe 18.7.1

Sign Board

Providing and fixing clorinated polyvinyl chloride CPVC pipes having thermal stability for hot and cold water supply,including all CPVC plain & brass threaded fitting the pipe with clamps at 1.00 m spacing .this includes jointing of pipes and fitting with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge . 32 mm nominal dia pipes 18.8.4