801475/E8 PROVN OF PERIMETER WALL AND LIGHTING AT POCKET A AT TRIVANDRUM

Amount

Excavation over areas, exceeding 1.5 metre deep but not exceeding 3.00metre deep and getting out in hard/dense of soil all as specified and as directed

Excavation over areas, exceeding 3.0 metre deep but not exceeding 4.50metre deep and getting out in hard/dense of soil all as specified and as directed

Excavation over areas, exceeding 4.5 metre deep but not exceeding 6.00metre deep and getting out in hard/dense of soil all as specified and as directed

Excavation over areas, exceeding 6.0 metre deep but not exceeding 7.50metre deep and getting out in any hard/dense of soil all as specified and as directed

Excavation over areas, exceeding 7.5 metre deep but not exceeding 9.0metre deep and getting out in any hard/dense of soil all as specified and as directed

Excavation over areas, exceeding 9.0 metre deep but not exceeding 10.50metre deep and getting out in hard/dense of soil all as specified and as directed

Excavation over areas, exceeding 10.50 metre deep but not exceeding 12metre deep and getting out in any hard/dense of soil all as specified and as directed

Excavation over areas, exceeding 12 metre deep but not exceeding 13.50metre deep and getting out in hard/dense of soil all as specified and as directed

Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in hard/dense soil for path all as specified and as directed

Excavation in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation, etc not exceeding 10Sqm on plan and getting out in hard/dense soil complete all specified and as directed.

Excavation in trenches not exceeding 1.5 metre wide and exceeding 3 metre and not exceeding 4.5m in depth for foundation, etc or for shafts, wells cesspits, manholes, pier holes etc not exceeding 10Sqm on plan and not exceeding 1.5metre depth etc and getting out in hard/dense soil complete all specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in any hard/dense of soil all as directed.

Removing excavated material exceeding 5Km but not exceeding 15 KM and depositing where directed at level not exceeding 1.5m above starting point all as specified and as directed.

Removing excavated material not exceeding 50m and depositing where directed at level not exceeding 1.5m above starting point all as specified and as directed.

Returning, filling/back fill in, with granular soil including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in any hard/dense of soil all as directed.

Material and labour for filling of dry aggregate of broken stone or boulders, back side of weep holes of gauge not exceeding 40 to 80mm all as specified by Engineer in charge.

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., not exceeding 1.5 m high from base all as specified by Engineer in charge.

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exceeding 1.5 m and not exceeding 3.0m high from base all as specified by Engineer in charge.

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exceeding 3 m and not exceeding 4.5m high from base all as specified by Engineer in charge.

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exceeding 4.5 m and not exceeding 6 m high from base all as specified by Engineer in charge.

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exceeding 6 m and not exceeding 7 m high from base all as specified by Engineer in charge.

Supply only Moorum/red bajri from outside MD land for filling under hard standing in filling area for forming embankments all as specified by Engineer in charge.

Grubbing up tree (girth exceeding 100cm not exceeding 150cm) trunk including cutting of trunk portion protruding over ground, digging out roots, filling holes and levelling off ground, stacking of serviceable material and removing of unserviceable material to a distance not exceeding 50m and clearing site all as specified by Engineer in charge.

All as per item No 24 above but girth exceeding 150cm not exceeding 200cm all as specified by Engineer in charge.

Excavation in post hole (or similar holes) each not exceeding 0.5 cum and getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm watering and removing surplus soil to a distance not exceeding 50 m and making good in hard/dense soil complete all as specified and directed.

Demolition of stone/boulder masonry, built in cement mortar including all quoins, arches, pillars etc. but excluding ashlar masonry facing, dressed stone work and precast concrete articles complete all as specified and as directed.

Hard core using broken stones or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface all as specified and as directed.

Material and labour for filling of dry aggregate of broken stone or boulders, back side of weep holes of gauge not exceeding 40 to 80mm all as per specified by Engineer in charge.

Material and labour for spreading and levelling of coarse aggregate for granolithic floors graded for 12.5mm to 4.75mm all as specified and directed by Engineer in charge

Material and labour for providing 100mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in sub base for floors complete all as specified and 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-35 grade with grey cement and no pigment all as specified and as directed by Engineer in charge.

Material and labour for providing PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in foundation bed concrete all as per specified by Engineer in charge.

Material and labour for providing PCC 1:3:6 type C-1 (using 20 mm graded stone aggregate) as in pre cast cement concrete block masonry with solid blocks exceeding 10 cm in width and setting in cement mortar 1:6 all as specified by Engineer in charge.

Material and labour for Rendering 15 mm in cement Mortar 1:4 on other than fair faces of PCC block wall making fair and even without using extra cement all as specified by Engineer in charge.

Material and labour for providing PCC 1:2:4 type B-2 (using 40mm graded stone aggregate) as in footing and mass concrete all as specified by Engineer in charge.

Material and labour for providing RCC M-30 Design Mix (20mm graded stone aggregate) in foundation, footings, bases of retaining wall and the like any thickness above or below footing including attached pillasters etc complete all as specified and directed.

Material and labour for providing RCC M-30 Design Mix (20mm graded stone aggregate) in wall, retaining wall, basement of wall, ballast walls and the like any thickness above or below footing including attached pillasters etc complete all as specified and directed.

Material and labour for mild steel TMT HCR/CRS bars 10 mm 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 0.9mm dia all as specified and as directed.

Material and labour for mild steel TMT HCR/CRS bar 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm including clips, complete all as specified and directed.

Supply and fix HDPE pipe 110mm dia of pressure rating 6 Kgf/cm2 wrapped with wire netting at mouth of pipe with fixed complete to walls, ceiling or in floors etc for weep holes, complete all as specified and directed.

Use and waste of Steel Formwork and steel props 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 in rough finished complete all as specified and directed.

Use and waste of Steel Formwork and steel props to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter in rough finished complete all as specified and directed.

Supply and fix 3mm dia wire caged block of size 300x300x300mm, with 40 mm horizontally and 40 mm vertically to fill/pack stone boulder 60 to 80 mm placed at back of each weep hole complete all as directed by Engineer in charge.

Material and labour for 25mm thick crumple joint filled with perforated bituminous filler board ISI marked conforming to IS 1838 (Part-I) - 1983 (reaffirmed 2010) complete all as specified and as directed.

Material and labour for walling of random rubble uncoursed, well bonded, bedded and solidly hearted built in CM 1:6 complete all as specified and directed.

All as per item No 46 above but except stone complete all as specified and directed.

Extra over stone for hammer dressing with maximum depression not exceeding 40 mm on face of stone wall and dressing of face bed and joints, as specified, RR walling and uncoarsed or brought up to course complete all as specified and directed.

Material and labour for raised pointing to random rubble masonry, uncoursed or brought upto courses in CM 1:4 complete all as specified and directed.

Material and labour for providing PCC 1:2:4 type C-1 using 20mm graded stone aggregate as in coping complete all as specified and directed.

Supply and fix Low density polyethylene pipes (LDPE) 110 mm bore of pressure rating 6 kg/ cm2 laid in walls complete all as specified and directed.

Material and labour for providing Mild steel angle iron as in fencing post, including cutting tops to shape as directed, drilling holes, notching for wire etc, flat iron fillets (for securing wire mess) including all necessary drilling, bolting or riveting etc. complete all as specified and directed.

Supply only chain link MS galavnised fencing as specified.

Fixing only chain link fencing including line wires, and mesh size type of standards, rail straining bols etc size of mess 100x100mm 4mm dia wire complete all as specified and directed..

Material and labour for mild steel round bars 10mm dia and over cut to length bent to shape required and fixing as required in fencing complete all as specified and directed.

Material and labour for providing Mild steel flat iron 40 x 6 mm as in post in fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc. and similar work conforming to Fe 290 (Gde E-165) complete all as specified and directed.

Supply and fix MS bolts machine made with hexagonal or square head one end screwed the other or screwed both end not exceeding 5 cm long 12mm dia complete all as specified and directed.

Material and labour for two coats of synthetic enamel paint to steel surface over a coat of red oxide primer on exceeding 10 cm width or girth including preparation of new surfaces complete all as specified and directed.

Material and labour for two coats of synthetic enamel paint to steel surface over a coat of red oxide primer on not exceeding 10 cm width or girth including preparation of new steel surfaces complete all as specified and directed.

Material and labour for Preparation of surfaces of new steel / iron work of any description and area not exceeding 0.1 sqm described and treated with two coats of tar or coal tar back paint complete all as specified and directed.

Material and labour for providing RCC M-30 Design Mix (20mm graded stone aggregate) in Columns, pillars, piers, posts and struts complete all as specified and directed.

Use and waste of Flat 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 in rough finished complete all as specified and directed.

Use and waste of flat formwork to sides of pillars, posts, struts, piers, columns and stanchions Square /rectangular for rough finished surface complete all as specified and directed.

Supply and fix Mild steel Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, Doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive for steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed.

Material and labour for providing 150mm thick Plain cement concrete 1:4:8 type D2 using 40 mm graded stone aggregate as in sub base finished fair and even including necessary form work complete all as specified and directed.

Material and labour for 15mm thick screed bed or bedding layer of cement mortar 1:6, for laying floor finishes complete all as specified and directed.

Material and labour for providing Chequered cement concrete tiles 300X300X 20 mm thick, set & jointed and pointed in neat cement slurry in floors with grey cement and no pigments complete all as specified and directed.

Material and labour for rendering 10 mm thick as in backing coat in Cement mortar 1:4 for fixing of dado/skirting tiles complete all as specified and directed.

Material and labour for granite (of any type) work 15 to 18 mm thick (table rounded and polished) in cooking platforms, gate pillars etc in cement mortar 1:4, including pointing with white cement using admixture to match the surface complete all as specified and directed.

Supply and fix LED Solar street light fittings to ensure uniform distribution with die cast aluminium street light of capacity 30W LED fittings with greater than 2300 lumens W and PF 0.9, cooling temp 2700K, 3 days autonomy solar battery 100 AH 12 V, Type C10 suitable for SPV module of peak power rating 110 V including high efficient mono and polycrystalline silicon solar panel, 110 Wp panel at 16.4 volts complete, solar charging control unit suitable fixing accessories all as specified and as directed. Make : Philips Cat Part No. BRP710LED30CWMR 12 V LFP AIO SOLAR or equivalent in Crompton Greaves / Tolexo / Liberty Smart

Supply and fix Octogonal pole 5 m long with single arm bracket as per IS Standard including base plate 300mm x 300mm x 5mm suitable for fixing solar light panel including painting to pole complete all as specified and as directed.

Material and labour for steel members, sheet etc as planking and strutting for excavation over area mentioned above including wales, struts, open poling sheet etc racking shores and fixing and removal etc complete all as directed by Engineer in charge.

AKASH CONSTRUCTIONS

Powertech Engineers

Veekay Enterprises

G ANILKUMAR

FUTURE ONE FACILITY MANAGEMENT