VIII 11014/7809/2 Wksp AR/IGAR(E)/Engr/2023

BOUNDARY WALL Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

M/L Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

M/L 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers

Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I.binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Finishing walls with water proofing cement paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) incl priming coat

RETAINING WALL:- Providing and laying in position cement concrete 1:4:8 using stone agg 40mm nominal size excluding the cost of centering and shuttering - All work up to plinth level.

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with CM 1:6.

Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like in CM 1:6.

M/L for PCC 1:2:4 type B1 as in coping.

M/L for raised pointing to random rubble masonry surfaces using CM 1:4.

M/L for loose filling agg of gauge 63mm to 45mm on back side of retaining wall.

M/L for PCC 1:3:6 for weep hole.

M/L for 110mm dia PVC pipe for weep hole.

External Water supply :- Taking out old unserviceable GI pipe complete with fittings from trench and removing from site complete all as directed

Providing, laying and fixing 80 mm dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required

Providing, laying and fixing 25 mm dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required

Material and labour for lifting of borewell column pipe by disconnecting discharge pipe complete, replacement of one complete length of GI pipe 50 mm dia heavy grage, re-installaing complete borewell pipe all as directed by Engr-in-Charege.

Material and labour for making header from 80 MM dia GI Pipe to interconnect two Nos of 10 HP Motor pump set by making arrangement of 02 Nos of gate valves, connecting common discharge line to the sump complete all as specified and directed by Engr-in-Charge.

Providing and fixing gun metal gate valve 25 MM dia with C.I. wheel of approved quality.

Providing and fixing gun metal gate valve 80 MM dia with C.I. wheel of approved quality.

External Electrification:- Material and labour for dismantling Transformer of capacity 250 KVA, 11/.433 KVA, by disconnecting incoming 11 KV ACSR conductor from transformer and LT UG cable from LT side of the transformer, dismantling the whole structure of the transformer from existing pole , removing existing base mounting chanel by cutting or welding, shifting the same 1 mtr above from existing level and reinstalltion the complete structure all as directed.

Supply, laying, testing & commissioning LT UG cable XLPE insulated sheathed and armoured, with aluminium stranded conductor, LT 1100 Volts grade of size 35 sqmm 3.5 core, including dismantling the existing unserviceable UG cable complete all as specified and as directed.

All as per item No 4 above, but 50 sqmm 3.5 core incl taking down old unserviceable UG cable

All as per item No 4 above, but 70 sqmm 3.5 core incl taking down old unserviceable UG cable

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

Supplying, fabricating, installing, connecting, testing and commissioning Feeder piller box, outdoor type, factory made, overall dimension 100 x 60 x 40 cm made of 3.15 mm thick CRCA sheet ,FPB openeing on front side, floor mounted on angle iron size 40X40X6 mm support, grouted 15 cm in ground & 30 cm above ground, powder coated suitably ventilated for 3 phase 4 wire 415 volts 50 Hz AC supply including high conductivity copper bus bar of 200 Amp rating, mounted on isulator with the provn of one incoming and four no out going cables incl necessary cable glands, cable lugs etc including PCC foundation for fixing FPB box in PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) complete all as specified and directed.

Supplying and installing 150 mm width X 50 mm depth X 1.6 mm thickness of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required

Supplying and installing 200 mm width X 50 mm depth X 1.6 mm thickness of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required

Supplying and fixing of light class G.I. pipe of 50 mm dia. (nominal) 3 metres length along the pole for protection of under ground cable as required.

Supplying and fixing of light class G.I. pipe of 80 mm dia. (nominal) 3 metres length along the pole for protection of under ground cable as required.

RAJU PAUL