PROVN OF AREA DRAINAGE AND ALLIED INFRA ALONG ROADS AT ITARANA CANTT ALWAR

Amount

Surface dressing n.exc 15cm deep and getting out in soft loose soil complete all as specified and directed.

Excavation over areas n.exc 1.5m deep and getting out in soft/loose soil complete all as specified and directed.

All as per item No-02 above but depth exc. 1.5m & n.exc. 3.0m.

All as per item No-02 above but depth exc. 1.5m & n.exc. 3.0m in hard / dense soil.

Exavation in trenches n.exc.1.5m wide and n.exc 1.5m depth and getting out in soft/loose soil complete all as specified and directed.

All as per item No-05 above but depth exc. 1.5m & n.exc. 3.0m.

Returning filling in layers n.exc. 25cm thick including spreading, watering and well ramming all as specified and directed.

Removing exavated materials (soil) 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 exavated materials (soil) to a distance exc 250m and n.exc 500m and depositing where directed at a level n.exc. 1.5m above the starting point all as specified and directed.

Removing excavated material (soils) to distance exc. 500m but n.exc. 1000m and depositing where directed at a level n.exc. 1.5m above the starting point all as specified and directed.

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

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

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

M&L for PCC (1:3:6), type C-1, using 20mm graded crushed stone aggregate as in surace channeld and drains inlcuding form work finshed even and smooth using extra cement complete all as specified and directed.

M&L for PCC (1:3:6), type C-0, using 12.50 mm graded crushed stone aggregate as in coping , bed plates, etc. inlcuding form work finshed even and fair complete all as specified and directed.

M&L for brick work with fly ash bricks, straight or curved on plan exc. 6.0m mean radius built in cement mortar (1:4) complete all as specified and directed.

All as per item No. 16 above but except brick (bricks retrived from demolition to be re-used)

M&L for brick work with fly ash bricks, straight or curved on plan exc 6.0m mean radius built in cement mortar (1:6) complete all as specified and directed.

All as per item No. 18 above but except brick (bricks retrived from demolition to be re-used)

M&L for rendering 15mm thick, in cement mortar (1:4) on fair faces of brick work or concrete surfaces mixed with water proofing admixture as per manufacturer's instructions, including finishing surfaces even and smooth without using extra cement complete all as specified and directed. (Note :- WPA shall be measured & paid separately uder respective item of this schedule)

Supply only liquid water froofing admixture (ISI Marked).

Extra for forming fair finished drain or channel 45cm inner girth in cement concrete using extra cement including forms, moulds mitered/stooped ends etc. all as specified and directed.

Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms, moulds mitered/stooped ends etc. all as specified and directed.

M&L for providing factory made, precast reinforced cement concrete (1:2:4), type B-1, using 20 mm graded crushed stone aggregates set in CM (1:4) as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces etc. with joints to match complete all as specified and directed. Note:-Reinforcement shall be measured separately.

M&L for TMT bars of grade Fe-500 D ,10mm dia & over cut to length, bent to shape required, including crancking, bending spirally for hooping & binding with & including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified and directed.

All as per item No -25 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders all as specified and directed.

S&F 75mm bore, PVC (SWR) pipes with fittings in any length fixed in brick mesonery wall with cement mortar (1:6) as in weep holes all as specified and directed.

M&L for concrete bed to drain pipe including packing under and completely surrounding pipes with concrete after they are laid and tested in cement concrete (1:3:6), type C-2, using 40mm graded crushed stone aggregate for 450mm bore of pipe all as specified and directed.

M&L for concrete bed to drain pipe including packing under and completely surrounding pipes with concrete after they are laid and tested in cement concrete (1:3:6), type C-2 using 40mm graded crushed stone aggregate for 300mm bore of pipe all as specified and directed.

M&L for 450mm bore, reinforced cement concrete pipes, class NP2, laid in trenches and jointed in neat cement mortar complete with collars all as specified and directed.

M&L for 300mm bore, reinforced cement concrete pipes, class NP2, laid in trenches and jointed in neat cement mortar complete with collars all as specified and directed.

M&L for preparation of newly plastered surfaces of walls and applying two coats of cement base paint all as specified and directed.

M&L for RCC M-30 (Design Mix) using 20mm graded crushed stone aggreate as in foundation including column footing and plinth beams complete all as specified and directed.

M&L for RCC M-30 (Design Mix) using 20mm graded crushed stone aggreate as in walls, retaining wall, basement wall, ballast walls and the like, any thickness, above top of footing including attached pillasters and buttresses complete all as specified and directed.

M&L for RCC M-30 (Design Mix) using 20mm graded crushed stone aggreate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed.

M&L for form work to rough finished surfaces and sides of concrete foundation, footing base of columns, raft & raft beams, plinth beams, sides and soffits & similar works verical or to batter all as specified and as directed.

M&L for form work to rough finished surfaces and sides of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses etc. vertical or to batter all as specified and as directed.

M&L for form work to rough finished surfaces of soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, n.exc. 200mm thick (horizontal or sloping) etc. all as specified and as directed.

M&L for formwork to rough finished edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc. 10cm but n.exc. 20cm wide all as specified and directed.

M&L for rendering 10 mm thick on fair faces of brick work or concrete surface in cement mortar (1:4) finished fair and even all as specified and directed.

S&F 110mm bore, PVC (SWR) pipes, single socketed in any length with and including rubber ring joints fixed to walls complete all as specified and directed.

S&F 200mm bore, PVC (SWR) pipes single socketed, in any length with and including rubber ring joints, laid in trenches or in floors all as specified and directed.

M&L for rolled mild steel sections as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates and similar work confirming to Fe 410 (Gde E-250) quality 'B' all as specified and directed.

M&L for hardcore loose filling with crushed stone aggregates of gauge 40 to 80 mm in soakage pits, soakage wells all as specified and directed.

M&L for hardcore of broken stone or boulder of gauge not exceeding 63 mm deposited spread in layers well rammed in each layers not exc. 15 cm. complete all as specified and directed.

M&L for loose filling with pea gravels 3 to 10 mm size all as specified and directed.

M&L for moorum/red bajri filling in floors or pavings, laid in layers n.exc. 15cm thick, spread, levelled and rammed including watering all as specified and directed.

S&F for 20mm bore, galvanised steel water tubing, medium grade, with all fittings in walls and ceilings or laid in floors complete all as specified and directed.

M&L for drilling borehole with reverse rotary system of 400 mm bore upto required depth as ordered by GE, including all works pertaining to boring complete in all respect and all as specified in aluvium soil//strata including hard stone/boulder etc. complete all as specified and directed. Note: - Number and locations of bore holes shall be as directed by GE.

M&L for 200mm bore UPVC pipe of presurre rating 10 kgf/Sqcm. assembling jointing,lowering in any position up to required depth below given level including jointing the pipe with solvent and screwing four nos screws in each joint complete all as specified and directed.

All as per item No. 50 above but slotted pipe

M&L for packing with pea gravel of 4.6mm to 8mm size of approved quality as ordered to pack arroung the casing/slotted pipe in borewell all as specified and directed

M&L for 25mm bore perforated UPVC pipe for vent pipe of pressure rating 10 kgf/Sqcm. complete all as specified and directed.

Cutting and Excavation of existing black top road surface upto the required width and depth for laying of reinforced concrete pipe NP2 including removal of excavated material upto distance of 50 m. complete all as specified and directed.

M&L for 40mm thick (consolidated thickness), bituminous premix semi dense asphaltic concrete with 5.5% binder content of weight of total mix using paving bitumen of grade VG-30 using cement OPC - 43 grade as filler material, spread and levelled, rolled and consolidated with 8 to 12 tonne power roller to required gradient, camber and rolled to uniform smooth surface over and including tack coat using bitumen VG-10 @ 5.00Kg/X sqm, over a layer of bitumenious macadam not less than 50mm thick including tack coat using bitumen VG-10 @ 10 Kg/X sqm, over 150mm thick water bound macadam in 2 layers with coarse aggregates of grading 2 (63 to 40mm size) spread, rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller complete as specified and directed. Note: - The area of road cut/excavated under item No. 54 is to be made good under this item.

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

Demolition of reinforced cement concrete of any description and in any position not otherwise specificallly provided for (reinforcement cut as required to facilitate demolition) all as specified and directed.

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

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

Dismantling of cement concrete kerb stone (unreinforced) and the like of any description of and in any position not otherwise specifically provided for complete all as specified and directed.

Dismantling fencing wire mesh any type including mild steel bars, flat iron, nuts & bolts etc. complete all as specifeid and directed .

Dismantling posts or struts (wood, steel or RCC) of any section including taking out embedded portion in natural ground and making good disturbed ground complete all as specified and directed.

Excavation in post holes (or similar holes) each n.exc. 0.5cum and getting out in soft/loose soil and removing surplus soil to a distance n.exc. 50m complete all as specified and directed.

S&F hand rails, half round or other stock section or core for wooden hand rail straight portion, drilled and counter sunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolt posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc. flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc. and similar work conforming to Fe-290 (Gde E-165) all as specified and directed.

S&F mild steel screw bolts (machine made) with hexagonal or square heads at one end and the screwed the other to be fitted with washers and one hexagonal or square but exc. 5cm but n.exc. 10cm long, dia of shank 5 to 10mm all as specified and directed.

Supply only galvanisd mild steel chain link fencing of size and type as directed by GE, complete all as specified and directed.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc.including provission of binding wire complete all specified and directed.

S&F in repairs galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all specified and directed. (each line wire to be measured).

M&L for treating ends of posts, backs of chowkhats, etc. area tarred exc. 0.1 sqm but n.exc 0.5 sqm each complete all as specified and directed.

M&L for 75mm thick cement concrete (1:4:8), type D-2, using 40mm graded crushed stone aggregate as in sub base of floor complete all as specified and directed.

M&L for vibratory moulded precast conctete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade laid over sand cushioning complete all specified and directed. (Note :- Sand cushioning shall be measured and paid for separately under respective item of this schedule).

M&L for vibratory moulded precast conctete interlocking paver block any shape and size with grey cement and no pigment confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade laid over sand cushioning complete all specified and directed. (Note :- Sand cushioning shall be measured and paid for separately under respective item of this schedule).

All as per item No 72 herein before but except tiles (old tiles retrived from demolition here-in before to be re-used).

M&L for 25mm thick fine sand cushioning below interlocking paver block complete all as specified and directed.

M&L for factory made pre-cast cement concrete kerb (1:2:4), type B-1, using 20mm graded stone aggregates of required thickness , size and shape, with plane or interlocking joints, jointed in cement mortar (1:6) complete all as specified and directed.

All as per item No 75 herein before but except kerb stone (old stones retrived from demolition here-in before to be re-used).

M&L for 75mm thick cement concrete (1:2:4), type B-2 using 40mm graded stone aggregate as in path ways/hardstanding laid in alternate bays, each panel not exceeding 3.0sqm, finished the surface even and fair without using extra cement and joint to be filled with bituminous mastic filling including necessary form work complete all as specified and directed.

M&L for rendering 10mm thick in cement mortar (1:6) on fair faces of brick work or concrete surfaces finished even and fair without using extra cement all as specified and as directed.

M&L for mild steel framed work using angle Iron, flat iron, round bars as in security doors/gates with end of bars shouldered and or rivetted or forged into spikes, framed guard bars barred into iron doors, walk ways railing framework and similler work confiming to Fe - 290 (Gde E-165) all as specified and directed.

M&L for preparation of new steel surfaces of any description, width or girth exc. 10cm and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer all as specified and directed.

All as per item No. 80 above but width or girth n.exc 10 cm.

M&L for preparation of new plastered surfaces of wall and applying three coats of white wash complete all as specified and directed.

M/S RAJINDER SINGH

MADAN MOHAN JAIN sons

m/s nemichand contractor

M/s R L PAREEK

Ms Hari Deva Builders

M/s. Shiva Engineers