PROVISION OF STRUCTURE FOR SAFETY NET IN TRAINING AREA DEFICIENT WATER SUPPLY AND ASSOCIATED EM FACILITIES UNDER AGE BR I AT INA EZHIMALA

Amount

Dismantling wrought iron or mild steel of any description not otherwise provided for complete all as specified and as directed.

Demolition of Plain Cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) and removal of debris to a distance upto 500m complete all as specified and as directed.

M&L for Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/loose soil complete all as specified.

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

S&F Joist, channel, angle, or tee sections, fixed independently and/or connected with plates, etc. as in posts, horizontal and inclined bracings, inclined supports etc., confirming to Fe-410 -W (Gde E-250) quality B including necessary welding complete all as specified and as directed.

S&F foundation bolts of dia 16mm and 800mm long(approx) shall be fixed in concrete pedastal for holding the structure including necessary welding with plates complete all as specified and as directed.

M&L for Preparation of new steel surfaces of any description over 10 cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and as directed.

M&L for Plates (plain or chequered) channels, square cut or notched (ordinary and countersunk) forming holes, without any attachment Fe 410 -W (Gde E- 250) quality A complete all as specified and as directed.

Note Applicable for Item No. 5.00 to 8.00:- These items are to be executed upto 20m height from GL. The contractor should use mechanical equipment like boom lift/crane and/or steel tubular scaffolding for erection of steel structure. Contractor should take care of all necessary precautionary safety measures while erecting steel structures. The rate quoted by the tenderer is deemed to be inclusive of the same and no claim whatsoever on this account is admissible.

M&L for 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 with fair finish complete all as specified and as directed.

Excavation over areas n.exc. 1.50 m deep and getting out in Hard/ Dense soil complete all as specified and as directed.

Excavation over areas n.exc. 1.50 m deep and getting out in Soft/ Disintegrated rock complete all as specified and as directed.

Excavation over areas n.exc. 1.5 and deep and getting out in Hard rock complete all as specified and as directed.

Excavation over areas exc. 1.5 and n.exc 3.0 m deep and getting out in Hard rock complete all as specified and as directed.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in Hard rock complete all as specified and as directed.

Note Applicable for Item No. 13.00 to 15.00:- The quantities will be worked as per special condition 3.1 of MES SSR Part-II (2010).

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

Removing excavated material exc 1.5 km and n.exc. 5.0 km and depositing where directed at a level not exceeding 1.5m above the starting point, in soft/disintegrated rock.

M&L for PCC 1:4:8 type D2 (40 mm graded aggregate) as in foundation complete all as specified and as directed.

M&L for RCC M-30, ready mix concrete (RMC) using 20mm graded aggregate as in footings complete all as specified and as directed. (Note: Reinforcement and use & waste of form work will be measured and paid separately)

M&L for RCC M-30 RMC using 20mm graded aggregate as in walls complete all as specified and as directed. (Note: Reinforcement and use & waste of form work will be measured and paid separately)

M&L for RCC M-30 RMC using 20mm graded aggregate as in beams, slab supported on walls etc complete all as specified and as directed. (Note: Reinforcement and use & waste of form work will be measured and paid separately)

M&L for precast RCC 1:2:4 type B1( using 20mm graded stone aggregate) as in cover slabs/Lintel including cast of necessary form work set in cement mortar 1:4 complete all as specified and as directed. (Note: Reinforcement and use & waste of form work will be measured and paid separately)

M&L for formwork to faces of walls, fair finished flat vertical surfaces of concrete complete all as specified.

M&L for formwork to sides and soffits of floor or roof beams/slabs/Lintel beams, fair finished flat surfaces of concrete complete all as specified and as directed.

M&L for TMT bars 10mm dia and over "Corrosion Resistant Steel" cut to length bent to shape required including cranking bending, spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.

M&L for Mild steel TMT bars 6 to 8mm dia and over cut to length, bent to shape required including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed.

M&L for 10mm thick plastering in CM 1:4 on concrete surfaces finished even and smooth without using extra cement, using WPC all as specified and directed. Note:- WPC will be measured and paid separately.

M&L for 15mm thick plastering in cm 1:3 on brick or concrete surfaces other than fair faces of internal walls and finishing even & smooth, mixing with WPC all as specified and directed. Note:- WPC will be measured and paid separately.

M&L for 15mm thick plastering in cm 1:6 on brick or concrete surfaces other than fair faces of internal walls and finishing even & smooth complete all as specified and as directed.

Supply only water proofing compound (WPC) ISI marked complete all as specified and as directed.

M&L for preparing new plastered surface and applying two coats of antifungal paint Apex ultima or equivalent over a coat of primer on wall surfaces complete all as specified and as directed.

M&L for hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.

M&L for 75 mm thick cement concrete 1:3:6 type C2,using 20 mm stone aggregate finished even & smooth without using extra cement as in plinth protection etc. complete all as specified and as directed.

M&L for forming Construction joint 60mm deep x 10mm wide filled with sealing compound type A complete all as specified and as directed.

M&L for 150mm wide PVC Water bar with rubber coating at every construction Joint all as specified and directed.

Supply and laying GI tubing medium grade in trenches/wall/floor with all fittings such as bend, elbow, socket etc complete all as specified and as directed for the following sizes :-

32mm bore GI Pipe

50 mm bore GI Pipe

80 mm bore GI Pipe

Supply and fix 50mm bore Gun metal gate valves with iron wheel head screwed both ends for iron pipe, confirming to IS specification all as specified and directed by Engineer in charge.

Supply and fix sluice valve, flanged end of class PN 1.6 with stainless steel spindle with all accessories suitable for size 80mm bore, confirming to IS specification all as specified and directed by Engineer in Charge.

Supply and Fix NRV (Non Return Valve) flanged and drilled type 80mm dia complete all as specified and directed by Engineer in Charge.

Supply and laying 80mm bore CI pipe spigot and socket ends centrifugally cast class LA in any length laid in trenches all as specified and directed by Engineer in charge. Note:- fittings shall be measured separately.

S&F CI specials such as bends (any type, radius, and angle) tapers any type (straight, bend, or double sockets etc) Tee pieces, single branch 'Y' junction, double branch cross, collars caps and plugs etc of dia up to 150mm bore complete all as specified and directed by Engineer in Charge.

Material and labour for 80mm bore tyton joints with rubber gasket for CI spigot and socket pipes and fitting complete all as specified and directed by Engineer in Charge.

Supply and fix Submersible pump set suitable for 415V, 3 phase suction delivery 80X65, head 22.0m and discharge 11.6 Lps having capacity 5 HP/3.7 KW complete all as specified and as directed. NOTE:- Unit rate quoted by the tenderer shall be deemed to be inclusive of foot valve, suction pipe etc.

M&L for road cutting of 30 cm width 60 cm depth making good with PCC type B1,1:2:4 20 mm stone aggregate complete all as specified and directed by Engineer-in-charge.

Supply and fix DOL starter (Direct on line)Type MK1, 3 phase 415 Volts 50 Hz relay range 06 to 10 Amps complete all as specified and directed by Engineer-in-Charge.

Supply and fix in flat submersible 3 core copper conductor PVC insulated and PVC sheathed cable of size 10 Sqmm complete all as specified and directed by Engineer-in-Charge.

Palace constructions