SPECIAL REPAIRS TO SEWAGE SYSTEM OF VAYU VIHAR UNDER GE AF TRIVANDRUM

Amount

SCHEDULE 'A'

Excavation over areas, n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and directed

Excavation over area exc 1.5 m and not exc 3 mtr depth in hard/dense soil complete all as specified and directed.

Excavation over area exc 3 m and not exc 4.5 mtr depth in hard/dense soil complete all as specified and directed.

Excavation over area exc4.5 m and not exc 6.00 mtr depth in hard/dense soil complete all as specified and directed.

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5 m deep in hard/dense soil for foundation etc or for shafts wells cesspits manholes pier holes etc not exc 10 sq.m or plan and not exc 1.5m in depth and getting out complete all as specififed and directed.

Excavation in trenches not exceeding 1.5m wide and not exceeding 3.0 m deep in hard/dense soil for foundation etc or for shalfts wells cesspits manholes pier holes etc not exc 10 sq.m or plan and not exc 1.5m in depth and getting out complete all as specififed and directed.

Excavation in trenches not exceeding 1.5m wide and exc 3.0m and not exceeding 4.5 m deep in hard/dense soil for foundation etc or for shalfts wells cesspits manholes pier holes etc not exc 10 sq.m or plan and not exc 1.5m in depth and getting out complete all as specififed and directed.

M & L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in foundation, filling & mass concrete complete all as specified and directed.

M & L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation, filling & mass concrete complete all as specified and directed.

M & L for PCC 1:2:4 type B-2 (using 40mm graded stone aggregate) as in PCC bedding inside tank complete all as specified and directed.

M & L for brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed.

M&L Brick work with sub class 'B' bricks in one and half brick thick honey comb walling built in CM 1:6 complete all as specified and directed.

M&L Brick work with sub class 'B' bricks in one brick thick honey comb walling built in CM 1:6 complete all as specified and directed.

M & L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4, finished even and smooth without using extra cement including Water Proofing Compound complete all as specified and directed. Note: WPC shall be measured and paid separately.

M & L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6, finished even and smooth without using extra cement complete all as specified and directed

Supply only integral water proofing compound (ISI grade only) complete all as specified and directed.

M&L for M 30 design mix reinforced cement concrete slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves complete all as specified and directed.

Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; and thickness not exceeding 200 mm (horizontal or sloping) for flat rough finished surface of concrete complete all as specified and directed.

S & F for TMT 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 or securing with clips complete all as specified and directed.

S & F mild steel Fe-410-W (Gde.E-250) quality A / Fe-290(Gde-E-165) round 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 or securing with clips complete all as specified and directed.

S&F 110 mm bore PVC (SWR) Soil, waste/rain water and vent pipes single socketed in any length with rubber ring joints laid in trenches or in walls or floors complete all as specified and directed

Supply and fix PVC (SWR) bends 110mm dia any radius complete all as specified and directed..

S & F PVC (SWR) vent cowl 110 mm complete all as specified and directed.

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

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

M&L for precast cement concrete in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and setting in mortar complete with joints to match Type B1 (1:2:4) using 20 mm graded stone aggregate set in CM (1:6) including form work if necessary complete all as specified and directed by Engineer in charge.

M&L for broken stone or boulders loose filling with aggregate of gauge 80 to 150 mm in soakage pits, soakage wells for back filling all as specified and directed by Engineer in charge.

M&L for broken brick loose filling with aggregate of gauge 80 to 150 mm in soakage pits, soakage wells for back filling all as specified and directed by Engineer in charge.

M & L for concrete bed to drain pipes of 100mm dia, in cement concrete1:3:6 type C2 (using 20mm graded stone aggregate) including packing under and completely surrounding pipes with concrete after they are laid and tested complete all as specified and directed.

M & L for concrete bed to drain pipes of 150mm dia, in cement concrete1:3:6 type C2 (using 20mm graded stone aggregate) including packing under and completely surrounding pipes with concrete after they are laid and tested complete all as specified and directed.

M & L 100 mm bore reinforced concrete pipes, class NP2, laid and jointed with collars complete all as specified and directed.

M & L 150 mm bore reinforced concrete pipes, class NP2, laid and jointed with collars complete all as specified and directed.

Demolition of cement concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed.

M&L of cement concrete type C2 (1:3:6) using 40mm graded stone aggregate as in surface channels,drains, benching inside manholes complete all as specified and directed.

M & L for PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in cills, steps; copings, including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed.

M & L 50 mm wide cutting road surfaces for laying NP2 pipes and making good the cutted surfaces with 150 mm cement concrete type B2 1:2:4 using 40 mm graded aggregate over 150 mm thick hard core after laying the pipes after returning and filling all as specified and directed

Dismantling of stone slabs and tiles of any description or thickness in floors, aprons etc laid, bedded and pointed in any mortar complete all as specified and directed.

M & L granular metal/stone chips 6.6 to 12.5 mm size, spread, rolled and consolidated to gradient and camber required 50 mm thick as base for interlocking tiles complete all as specified and directed.

S & F machine pressed precast concrete interlocking paver block of any shape and size, confirming to IS 15658-2006 of 60 mm thickness, M-35 grade, with grey cement and no pigment complete all as specified and directed.

Fixing only Machine pressed precast concrete interlocking paver block any shape and size with grey cement and no pigment complete all as specified and directed. Note:- Old serveciable stone slab and tiles obtained from Item No.38 shall be reused.

Sub Total of Schedule 'A'

SCHEDULE OF CREDIT

Schedule of Credit (Minus) Rs. 1,000.00 B/F from Ser page No.106. NOTE: Bidder shall insert credit amount as rate Rs. 1,000.00 in Green field under Col-5.

Sub Total of Schedule of Credit

S K ENGINEERS

AKASH CONSTRUCTIONS

DEFT GROUP ELECTROMECHANICAL

Archana Transport

VISHNU