PROVN OF RAISEDPLATFORM ALONGWITH COVERED SHED FORGENERATOR SETSRCC CULVERT NEAR BLGD NO T-1 STONE MASONRY RETAINING WALL NEAR BASKETBALL COURTANDAPPROX 500 RM NEW DRAINAGE FOR WATER CHANNELISATION AT VARIOUS PLACES AT RTC DHANSALUNDERGEARMYDHARROAD

Amount

Excavation in trenches exc 1.5 m wide and n.exc 1.5 m in depth for foundation etc n.exc 10 sqm on plan and n.exc 1.5 m in depth and getting out in any type of soil all as specified and as directed.

Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation etc n.exc 10 sqm on plan and n.exc 1.5 m in depth and getting out in any type of soil all as specified and as directed.

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

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

Excavation in post holes (or similar holes) each not exc 0.5 cum, getting out, retruning filling in and ramming earth or borken rubble mixed with earth around, in layers not exceeding 25cm watering , and removing surplus soil to a distance n exc 50m and making good surface in any type of soil complete all as specified and directed

M&L for cement concrete 1:2:4 type B-2 using 40mm graded stone aggregate as in foundation filling and mass concrete etc complete all as specified and directed.

M&L for cement concrete type D2 1:4:8 (40mm graded aggregate) in foundation.

M&L for walling of random rubble masonary, recangular coursed, well bonded, bedded and solidly hearted, built in CM (1:6), complete all as specified.

Extra over stone walling for hammer dressing 20mm to face to sand stones and dressing to face stone and dressing of face beds and jointes, as specified, of randon rubble walling, uncoursed or brought upto courses.

M&L for raised pointing to random or polygonal rubble masonary coursed or un coursed in CM (1:3) complete all as specified and as directed.

M&L cement concrete 1:2:4 type B1 (20 mm readed stone aggregate) as in coping kerb etc including necessay form work complete all as specified.

M&L precast cement concrete 1:3:6 type C1 (20 mm graded stone aggregate) as in bond stone, complete all as specified and as directed.

M & L for cement concrete 1:2:4 type B2 using 20 mm graded aggregate as in foundations,filling and mass concrete complete all as specified and directed

M&L for plain cement concrete (1:2:4) type B-2 using 40 mm graded stone aggregate as in surface channels and drains.

M&L Boulder filling dry, handpacked tightly, as in back side of wall, filling portion and similar work.complet all as sepcified and directed.

PVC pipe 110 mm dia low density of pressure rating 10Kg/Sqcm (in short lengths) fixed in walls as weep holes as in retaining wall complete all as specified.

M & L for laying broken stone or boulders hardcore of guage not exc 63 mm deposited spread and levelled in layers not exc 15 cm thick watered rammed and consolidated to a true surface complete all as specified and directed

M&L for PCC nominal mix M15 (1:2:4) type B0 using 12.5 mm graded coarse stone aggregate as in mass concreting complete all as specified and directed.

M&L Brick work with sub class 'B' brick, straight or curved on plan exc 6M Mean radius built in type CM 1:6.

Brick work with sub class 'B' bricks straight or curved on plan exc 6 mtr mean in radius built in CM 1:4

M&L for plain cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in surface channels and drains.

Rendering 15mm thick as fair faces of bricks in CM 1:4 finished even and smooth without using extra cement using WPC @ 3% of cement.(WPC will be measured and paid separately)

Supply only integral water proofing compound

M & L for preparation of new plastered surface of walls and applying two coats of cement base paint over a coat of alkali resistant primer compelete all as specified and directed

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete , using extra cement, including forms , moulds, mitred/stopped ends etc.

M&L for 75 mm thick PCC 1:4:8 type D2 using 40mm graded aggregate as in sub base of floor etc complete all as specified and as directed.

M&L for 20 mm thick screed bed in cement mortar 1:6 for laying floor finishes under floor.

M&L for chequered cement concrete tile 20cm x 20cm x 25mm thick set jointed and pointed in neat cement slurry in floor with grey cement and pigment all as specified.

S&F steel work in tubular trusses including special shaped washer etc., complete using ERW or induction butt welded tubes comforming to IS 1161 1979 grade St-240 complete all as specified and directed.

S&F pre painted galvalume aluminium zinc coating GI based corrugated steel shtee 0.50mm thick of any colour having tensile strength of 55o Mpa as in roof covering / cladding to wall, fixed with self tapping screws complete all as specified and directed.

Surface excavation not exc30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and directed.

Rolling and consolidating formation surface in cutting with power roller Exc 8 tonne and not exc. 12 tonne surface formed and rolled and consolidated to required gradient and camber, watered and rammed to a true surface complete all as specified and directed.

M&L Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.

M&L Hardcore of gauge n exc 63 mm deposited, spread and levelled in layers n exc15 cm thick, watered and rammed to a true surface complete all as specified and directed.

Use and waste form work to sides and soffits of floor or roof beams, beams haunching, girders, bressummers, lintels, cantilevers, shelves including supports, over hangs, etc. also splays between floors and beams etc for flat rough finished surfaces of concrete complete all as specified and directed.

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

Use of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete walls, floor and roofs not exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10 cm but not exc 20 cm wide for rough finished surfaces of concrete complete all as specified and directed

M & L mild steel TMT bars 10mm dia and 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 0.9 mm dia or securing with clips complete all as specified and directed.

M & L for providing RCC (Nominal Mix) 1: 2 : 4 Type B1 (12.5 mm graded aggregate) for slabs supported on walls, beams and column in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed

M & L for Reinforced cement concrete (nominal mix) in Type B0 1:2:4 (12.5 mm graded aggregate) as in fins, facias. louvers, parapets and railing etc, exc. 60 cm in height newels, balustrads and complete all as specified and directed

Returning, filling in, soil obtained from excavation including spreading levelling, watering and well ramming in layers n.exc. 25cm thick all as specified and directed.

Removing excavated material to a distance n exc. 50m and depositing where directed at a level n exc. 1.5m above the strating point, complete all as specified and directed.

Deduct Schedule of Credit of Rs. (-) 0.00 (Minus) as listed in Schedule 'A' Part-II. Contract Sum shall be arrived after deducting the credit amount Note: Tenderers will not quote against this item being a firm amount.

MAHADEV ENTERPRISES

M/s Ranpat Dev Infrastructure pvt ltd

SINGH CONST CO

MandeepConstructionCo

M/S SANJAY STEEL WORKS

NARESH KUMAR KHAJURIA