Repair to area drains, firing range, parade ground and other allied works under AGE B/R (M) at Faridkot Mil Stn

Amount

Demolition of cement concrete (Un-reinforced) in ground floor and paving n.exc 15 cm thick (below or above ground level) complete all as specified and directed by Engineer in Charge.

M&L Cement concrete 1:5:10 type E2 using 40 mm graded stone aggregate as in foundations, filling in sunken slab and mass concrete complete all as specified and directed by Engineer in Charge.

M&L 40mm thick PCC 1:2:4 type B-1 (Using 20 mm graded aggregate), as in flooring complete all as specified and directed by Engineer-in-Charge.

Taking down cement plaster or terrazo from brick walls or concrete of any description,racking out joints hacking for key scrubbing down with water etc complete all as specified and directed by Engineer in Charge.

M&L Rendering 15 mm thick cement plaster in cement mortar 1:6 on fair faces of brick work or concrete surfaces finished fair and even without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L Rendering 15 mm thick cement plaster in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished fair and even without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L rendering 5 mm thick rough cast plaster over 10mm thick C:M 1:4 on fair face of brick or concrete surface complete all as specified and directed by Engineer-in-Charge.

M&L for Washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings complete all as specified and directed by Engineer-in-Charge. (Paymentfor providing grooves shall be made separately).

M&L for Forming groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per pecifications and direction of the Engineer-in-charge

M&L preparation of newly plastered surfaces of walls etc. and applying two coats of white wash complete all as specified and directed by Engineer in Charge.

M & L for preparation of newly plastered or unplastered surfaces of walls, soffits/facia of chajja/roof slab etc and applying two coats of cement base paint complete all as specified and directed by Engineer in Charge. Note : Curing of surface will be carried out as per Para 15.15.3 of SSR Part-I.

S & F 60mm thick precast interlocking paving blocks factory casted using grey cement and no pigment, machine pressed and of any shape hexagon/ triangular/ zigzag/ I-shaped etc as directed having compressive strength not less than 350 Kg/ Sqcm M-35 grade conforming to IS-15658-2006 and laid over complete all as specified and directed by Engineer-in-Charge.

M&L for hardcore of broken stone or boulders of gauge not exceeding 63mm deposited, spread and leveled in layers not exceeding 15cm thick, watered and rammed to true surface complete all as specified and directed by Engineer in Charge.

M&L for PCC 1:4:8 type D2 as in sub base (using 40 mm graded stone aggregate) complete all as specified and directed by Engineer-in-Charge.

Supply only integral water proofing compound complete all as specified and directed by Engineer in Charge.

S & F 80mm thick precast coloured interlocking paving blocks factory casted using grey cement and no pigment, machine pressed and of any shape hexagon/ triangular/ zigzag/ I-shaped etc as directed having compressive strength not less than 400 Kg/ Sqcm M-40 grade conforming to IS-15658-2006 and laid over complete all as specified and directed by Engineer-in-Charge.

M & L for Precast Kerb stone (factory made) in PCC (1:2:4) type B-1 using 20mm graded stone aggregate as in kerb stone of any size or any thickness with plain fair faces, smooth finish, including chamfering, weathering, throating etc set in cement mortar 1:4, including necessary form work and excavation & earth work for embedding kerb stone at a depth as directed & temping around kerb stone and removal of surplus soil to a distance n.exc 50 metre & depositing where directed complete all as specified and directed by Engineer-in-Charge.

M&L PCC 1:2:4 type B-1 (Using 20 mm graded aggregate), as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

M & L for sand filling with river washed and screened dry fine sand as in under floors or in foundations including watering, well ramming and consolidation complete all as specified and directed by Engineer-in-Charge.

S&F MS TMT Bars of 6mm to 8mm dia,cut to length,bent to shape required including cranking, binding spirally for hooping for columns hooking ends and biniding with and including MS wire (annealed) not less than 0.9 mm dia or securining with clip complete all as specified and directed by Engineer in Charge

M&L for reinforced cement concrete type B-1, 1:2:4 using 20 mm graded crushed stone aggregate as in slab supported on walls, beams and columns in floor, roof, landings, deck slab and in shelves complete all as specified and directed by Engineer in Charge.

M&L for use and waste of form work to soffits of suspended slabs such as floor or roof slab, landing and similar work not exceeding 200mm thick (Horizontal or slopping) for rough finished surfaces of concrete complete all as specified and directed by Engineer-in-Charge.

Demolition of concrete (reinforced) of any description and in any position not otherwise specified provided complete all as specified and directed by Engineer-in-Charge.

M&L for Brick work with sub class 'B' bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.

Demolition of brick work/stone masonry built in cement mortar including all quoins arches, pillars etc complete all as specified and directed by Engineer in Charge.

Dismantling of CI/PVC pipe alongwith fittings of 75/100mm dia,below or above GL or laid in floors or fixed to walls jointed in cement mortar and taking out complete all as specified and directed by Engineer in Charge.

S&F in repair 110 mm bore PVC (SWR) pipe single socketed in any length with rubber ring joints, jointed with solvant and fixed to walls Cutting holes in brick wall built in cement mortar for inserting holdfasts, depth of embedded portion not exceeding half brick (measured from the face of jamb into the wall) complete all as specified and directed by Engineer-in- charge.

S&F in repair 110mm bore door type PVC (SWR) bends / shoe of any radius complete all as specified and directed by Engineer-in-Charge.

M&L for Brick work fly ash brick with sub class 'B' bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.

All as per item No 29 here-in-before but except bricks complete all as specified and directed by Engineer in Charge.

M&L for Brick work using fly ash bricks (old size), straight or curved on plan to any radius in half brick thick built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.

M&L for providing precast cement concrete type B-0, 1:2:4 (using 12.5mm graded crushed stone aggregate) as in louvers and jallies, 25 mm thick, measured solid including all moulding but excluding frame and set in cement mortar 1:4 complete all as specified and directed by Engineer in Charge.

Taking down and S & F in repair Steel rolling shutter, 1mm thick without ball bearing, as specified including top cover, anchoring rod, hasp and staple, bracket plates, clamps, pully, spring, shaft, hold fast, stopper, pulling hook and other allied parts complete and one shop coat of primer; erected in position as indicated, with gear operated type with bevel gear box and crank handle complete all as specified and directed by Engineer-in-Charge.

All as per item No 33 here-in-before but fixing only any thickness and repair of rolling shutter including spring pipe fitting complete all as specified and directed by Engineer in Charge.

S & F in repair MS Helical wire springs (conforming to IS-6248-1970) for rolling shutter of size upto 30 sqm complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of new or previously untreated steel surface of any description over 10 cm in width or girth and applying two coats of synthetic enamal paint over a coat of red oxide primer complete all as specified and directed by Engineer in Charge.

M&L for preparation of new or previously untreated steel surface of any description over 10 cm in width or girth and applying two coats of synthetic enamal paint complete all as specified and directed by Engineer in Charge.

S&F Mild steel framed work as in doors or gates of flat, angle, rolled or other section partly ornametal, design in gusset plates, braces etc but without coverings including all necessary welding and / or revetting etc misc pintle and similar work conforming to Fe-290 (Gde E-165) complete all as specified and directed by Engineer-in-Charge. Note :- A Sum of Rs. 9,620.00 will be deducted on account of credit for dismantling/ demolished/ taking down material. Please refer detail on srl page No. 21 (Schedule of credit) of Tender Documents.

NEW AMRITSAR CONSTRUCTION COMPANY

ARORA CONSTRUCTION CO.