PROVN OF RETENTION AND PROTECTIVE WORKS INCLUDING BOUNDRY WALL RETAINING WALL DRAINAGE AND ALLIED ITEMS AT VARIOUS LOCATIONS OF PALMA GRN UNDER AGE (I) CIF (R)

Amount

Rough excavation n exc 1.50 m deep and getting out in any type of soil, complete all as specified & directed.

Excavation in over area not exc. 1.5m deep in any type of soil and getting out, complete all as specified and as directed.

Excavation in over area exc. 1.5m deep but not exc . 3.0 mtr deep in any type of soil and getting out, complete all as specified and as directed.

Excavation in trenches not exc. 1.5m wide and not exc. 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5m in depth in any type of soil and getting out, complete all as specified and as directed.

Excavation in trenches not exc. 1.5m wide and not exc. 1.5m in depth; for foundation UG Cable / laying of pipe etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5m in depth in hard / dense soil and getting out, complete all as specified and as directed.

Removing excavated material to a distance not exc. 50m and depositing where directed at a level not exc. 1.5m above the starting point, complete all as specified.

Returning, filling in (soil), including spreading, leveling, watering and well ramming in layers not exc. 25cm, complete all as specifed.

Use and waste of timbering as planking and strutting n exc 1.5 m deep for excavations in trenches in soil , including wales, struts, open poling boards,etc as may be necessary and fixing and removal complete all as specifed.

Use and waste of timbering as planking and strutting exc 1.5 m deep and not exc 03 mtr deep for excavations in trenches in soil , including wales, struts, open poling boards,etc as may be necessary and fixing and removal complete all as specifed.

Use and waste of timbering as planking and strutting exc 3.0 m deep and not exc 5.0 mtr deep for excavations in trenches in soil , including wales, struts, open poling boards,etc as may be necessary and fixing and removal complete all as specifed.

Good quality soil from outside of MD land for back filling of retaining wall including spreading and leveling in layers not exc 25 cm thick and well ramming including watering as required and as approved by Engineer-in-Charge.

PCC 1:4:8 (nominal mix), type D-2, using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete, complete all as specified & directed.

RCC M-30, design mix, using 20mm graded crushed stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases for columns etc., complete all as specified & directed.

RCC M-30, design mix, using 20mm graded crushed stone aggregate as in columns, pillars, piers, posts and struts, complete all as specified & directed.

RCC M-30, design mix, using 20mm graded crushed stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footing; including attached pilasters and buttresses, complete all as specified.

RCC M-30, design mix, using 20mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified.

RCC M-25, design mix, using 20mm graded crushed stone aggregate as in Drain walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footing; including attached pilasters and buttresses, complete all as specified.

PCC 1:2:4, nominal mix, type B-0, using 12.5 mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, coping, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified.

Extra for forming fair finished drain or channel 60 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc., complete all as specified.

Brick work with old size sub class `B' bricks built in CM 1:4 straight and covered on plan exc 06 mtr radius complete all as specified.

Broken glass coping @ 10 Kg glass per sqm on top of wall rendered im CM 1:3 complete all as specified and directed.

Use & waste of form work to sides of concrete foundation, footings, bases of columns, rafts and raft beamsand similar work; vertical or to batter for fair finished surfaces of concrete, complete all as specified & directed.

Use & waste of form work to sides of pillars, posts, structs, columns etc. for fair finished surfaces of concrete, complete all as specified & directed.

Use & waste of steel form work to face of walls retaining walls, abutments, parapets and like for flat fair finished surface all as specified.

Use & waste of form work to sides and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc alo splays between floors and beams for fair finished surfaces of concrete, complete all as specified & directed.

TMT bars 10mm dia & over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, conforming to grade Fe-500, complete all as specified& directed.

TMT bars 05 mm dia and over upto and including 10 mm dia in stirrups , cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, conforming to grade Fe-500, complete all as specified& directed.

Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails, straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins, etc., complete all as specified. (each line wire to be measured)

Concertina concertina coil with punched tape 600 mm dia having 50 rounds per 6 meter length, with wire diametre 2.5 mm dia and blade size 15mmx12mmx0.5mm, sapacing of blade 26 mm, (concertina coil minimum weight per bundle of 6 m length covering 50 rounds shall not be less than 8.5 Kgs) concertina coil shall be fixed over wall complete all as specified and as directed.

Broken stone or boulders including hand packing (any thickness) at back side of weep holes and raising or lowering to the required level all as specified and directed.

Welded steel wire fabric size (500 x500x500 mm ) n. exc 4 Kg per sqm complete all as specified.

110 mm bore PVC pipes as in weep holes all as specified.

Mild steel work as in hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc., wind ties for roof including securing bolts etc. including all necessary drilling, bolting or riveting etc. and similar work, conforming to Fe-290 Gde E-165, complete all as specified.

Mild steel framed work such as grills, gratings, etc. with ends of bars shouldered and or reveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe-290 grade-E-165, complete all as specified.

Mild steel bolts ( machine made), purpose made, with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut, exc 10 cm but not exc 15 cm long, diameter of neck 11 mm to 15 mm , complete all as specified.

Boulder pitching is grouted with cement and sand mortar 1:6 hand packed tightly, complete all as specified.

15mm thick plastering in cement mortar 1:4 on fair faces of brick surfaces or concrete surfaces, surface finished even and smooth without using extra cement , complete all as specified.

15mm thick plastering in cement mortar 1:4 on stone masonry surfaces or other than fair faces of brick surfaces, finished even and smooth without using extra cement, complete all as specified.

Preperation of new surfaces of walls and applying two coats of cement base paint over a coat of alkali resistant primer complete all as specified.

Prepration of new steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide zinc chrome primer, complete all as specified.

XLPE insulated, armoured, heavy duty electric cables (heavy duty) with stranded aluminium conductor rating 1100 volts grade of size 25 Sqmm 4.0 core laid in trenches or passing through pipes/ducts or fixed to walls/poles and taking down old unsv cable complete all as specified. (Earth work, brick protection and sand cushioning shall be measured and paid for separately).

Copper cable 1.5 sqmm 3 core PVC sheathed multi core for connection of street light inserting from top in side the pole and connecting in junction box complete including making hole in as per site requirment complete all as specified and directed.

Sand cushioning to underground cables complete all as specified in clause 19.75 of SSR Part-I laid before and after laying of cable, complete all as specified.

Sub class ‘B brick, old size, brick covering laid dry, flat, transversally along the length of cable on sand cushioning, with width equal to the length of the brick, complete all as specified and directed.

GI tubing ‘medium grade’ with all fittings, laid in trenches or under road crossing as protection pipe in replacement of old pipe, bore of pipe 25 mm, complete all as specified. (Earth work, brick protection and sand cushioning shall be measured and paid for separately).

GI tubing ‘medium grade’ with all fittings, laid in trenches or under road crossing as protection pipe in replacement of old pipe, bore of pipe 40 mm, complete all as specified.(Earth work, brick protection and sand cushioning shall be measured and paid for separately).

GI tubing ‘medium grade’ with all fittings, laid in trenches or under road crossing as protection pipe in replacement of old pipe, bore of pipe 50 mm, complete all as specified.(Earth work, brick protection and sand cushioning shall be measured and paid for separately).

Gun-metal, globe or gate valves of 25mm dia, with iron wheel head, screwed both ends for iron pipe, including taking down of old unservicable complete all as specified.

Gun-metal, globe or gate valves of 50 mm dia, with iron wheel head, screwed both ends for iron pipe, including taking down of old unservicable complete all as specified.

Cutting and threading to existing GI pipe line in position for insertion of Tee, bore of pipe 50 mm including fitting like tee etc., complete all as directed.

S&F in replacement of Energy saving, environment friendly, long life, exclusive innovative die-cast aluminium flood light with highly efficient IP- 66 LEDs as light source, suitable for highlighting architectural features or retail spaces of capacity 150 Watt completed with connection including 3 core 1.5 sqmm multistranded flexible copper conductor cable from connection junction box to light fittings deemed to be included in the quoted rate and taking down old unserviceable complete all as specified.

Replacement of Junction box SMC KIOSK box water proof IP-54 of size 270 X 225 X 135 mm incl fixing of terminal connector 100A 4 pole suitable for in and out connection of 4 core cable fixed on pole complete all as specified.

Deduct Credit Amount as per Schedule of credit as details given on Srl Page No 20 of tender doucments.

BAKSHI DEVI DASS AND SONS (BID ID -3356730)

MOOL RAJ SHARMA (BID ID -3347210)

JR CONSTRSTRUCTION CO. (BID ID -3347456)

SHARMA CONSTRUCTION COMPANY (BID ID -3348191)

M/s Kay Aar Enterprises (BID ID -3348480)

M/S Devinder Singh Pawar (BID ID -3347840)