PROVISION OF RCC WATER STORAGE TANKS FOR FIRE FIGHTING, CULVERT AND HARD STANDING NEAR TCP II, OVER HEAD SHED TO EXISTING HARD STANDING FOR (TA) MADRAS AT BRICHGUNJ MIL STN, PORTBLAIR

Amount

Cutting of bushes, grass and trees branches etc all along the drain and clearing site etc. complete all as specified and as directed.

Surface dressing n exc 15 cm deep and getting out hard/Dense Soil complete all as specified and as directed

Excavating over areas, n exc 1.5m deep and getting out and getting out Hard/ Dense Soil complete all as specified and directed.

All as per item No 3 here in before but exceeding 1.5 m depth but not exceeding 3.0 m depth

Excavating over areas, n exc 1.5m deep and getting out Soft/Loose Soil

Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5m in depth and getting out in hard dense soil

Excavating in post holes (or similar holes) each n exc 0.5cum, in hard dense soil getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm,

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 20 cm thick in any type of soil complete all as specified and directed.

Removing excavated soils to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point all as specified and directed

Removing excavated material (soils) exceeding 250m but not exceeding 500m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed.

Removing excavated soils to a distance exc. 1.50 km but n exc. 5 km and depositing where directed all as specified and directed

Material and Labour for Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and as directed

Material and labour for Hard core, broken to gauge n exc 63mm spread, rolled and consolidated to gradient and camber required complete all as specified and as directed.

Material and labour for 150mm thick Hard Core (compacted thickness), with coarse stone aggregates of grading 3 (50 to 20 mm size), spread, rolled and consolidated to gradient and camber required

Material and labour for loose filling of stone aggregates of gauge 40 to 80mm in back side of weep holes of retaining wall complete all as specified and directed.

Material and Labour for Boulder pitching, laid dry, hand packed tightly grouted with cement and sand mortar 1:6 complete all as specified and as directed.

Material and labour for 100 mm thick Plain cement concrete 1:4:8, Type D2, (using 40mm graded stone aggregate) as in sub-base concrete to pavement complete all as specified and as directed.

Material and labour for 150 mm thick Plain cement concrete 1:4:8, Type D2, (using 40mm graded stone aggregate), as in concrete pavement complete all as specified and as directed.`

Material and labour for cement concrete 1:4:8, type D2 using 40 mm graded stone aggregate as in foundations and mass concrete complete all as specified and directed by Engr-in-charge.

Material and labour for Cement concrete type D2 1:4:8 (using 40mm graded aggregate) in surface channels and drains complete all as specified and directed by Engr-in-charge.

Material and labour for cement concrete solid block masonry with block of precast cement concrete (1:3:6) type C1 (using 20mm graded stone aggregates) exc 10cm width and set in cement mortar (1:6) complete all as specified and as directed.

Material and labour for Pre-cast PCC block masonry (1:2:4) Type B-1 (using 20mm graded stone aggregates) with solid block and set in CM 1:4 complete all as specified and directed by Engr-in-charge.

Material and labour for Pre-cast RCC slabs for covers over drains using 1:2:4, Type B1 (using 20mm graded stone aggregates) set in cement mortar 1:4 complete all as specified and as directed.

Material and labour for Plain cement concrete 1:2:4, Type B0, (using 12.50mm graded stone aggregate) for Kerbs etc including weathering slightly chamfered angles all as directed by Engineer-in-Charge

Use and waste of steel formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished surfaces of concrete complete all as specified and directed.

Use and waste of steel Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide complete all as specified and as directed.

Use and waste of steel formwork to to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc., vertical or to batter for rough finshed surfaces of concrete complete all as specified and directed.

Use and waste of steel formwork to to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc., vertical or to batter for fair finshed surfaces of concrete complete all as specified and directed.

Material and labour for 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.

Material and labour for reinforced cement concrete Grade M-30 (design mix) as in foundations, including pile cap, rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under reamed piles and mass concrete complete all as specified and directed.

Material and labour for reinforced cement concrete Grade M-30 (design mix) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pillasters and buttresses complete all as specified and directed.

Material and labour for Fe 410 -W (GdeE- 250) quality "A" Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) complete all as specified and as directed.

Material and labour Fe 410-W (Gde-E-250) quality -A , roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc complete all as specified and as directed.

Supply and fix MS flat iron wind ties for roof including securing bolts, cutting tops ot shape as directed, drilling holes, notching for wire etc and similar work conforming to Fe-290 GdeE-165 complete all as specified and as directed.

Material and labour for Forming 12mm thick Expansion/Contraction joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ complete all as specified and as directed.

Material and labour for 10mm thick rendering in CM 1:6 on all external wall surfaces finished even and smooth without using extra cement all as specified and as directed by Engg-in-Charge

Material and labour for 15mm thick external rendering in two layers of 5mm thick in CM 1:4 mixed with water proofing compound (water proofing compound shall be @3% weight of cement) over a coat of 10mm thick in CM (1:6) over brick or concrete surfaces finished even and fair. Note: Supply only WPC will be measured and paid separately

Supply only water proofing compound (Powder) conforming to IS-2645 1975

Material and Labour for Rendering 15mm thick on fair faces of concrete sur- faces with CM 1:6 complete all as specified and as directed.

Material and Labour for Rendering in cement mortar 1:4, 10mm thick with water proofing compound over fair faces of brick wall, finished fair and even complete all as specified and as directed.

Material and labour two Coats of white wash on walls after preparing new plastered wall surface complete all as specified and as directed.

Material and labour for two coat of cement base paint over one coat of chalk white primer incl preparation of the surfaces complete all as specified and as directed.

Material and labour for Preparing new steel surface of any description, over 10 cm in width or girth, and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.

Material and labour for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35Grade with grey cement and pigment over and including 50mm thick sand cusioning including watering and consolidation complete all as specified and as directed.

Supply and fix pre painted galvalume aluminium zinc coating GI based semi-corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self-tapping screws etc complete all as specified and as directed.

All as per item No 45 here in before but plain sheet as in ridge, eaves board etc.

Supply and Fixing 110mm dia PVC pipes as in weep holes complete all as specified and as directed

Supply and fix Rotational moulded polyethylene 2000ltr capacity water storage tanks Triple Layer (cylindrical vertical with closed top) hoisted and fixed in position including 20mm ball valve high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe complete all as specified and as directed.

RADHA GOVIND CONSTRUCTION

Sree Tirumala Enterprises

M/s.Tarun Construction

Ravi Enterprises

kakolil trade agencies

T.THIYAGARAJAN

B S Grewal