CERTAIN SPECIAL REPAIRS AND MINOR WORKS AT DEMO BTY, ASC AND NEAR SARNA ENCLAVE UNDER GE AWC MHOW.

Amount

Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc or not exceeding 10 Sqm on plan and not exceeding 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in in any type of soil complete all as specified and directed.

Description same as per Item No.1 but exc 1.5m in depth n.exc 3.00m, complete all specified and as directed.

Excavating over areas, n exc 1.5 m deep and getting out in any type of soil, complete all specified and as directed.

Excavating over areas, exc 1.5 m and n.exe 3.0m deep and getting out in any type of soil, complete all specified and as directed.

Excavating over areas, exc 3.0 m and n.exe 4.5m deep and getting out in any type of soil, complete all specified and as directed.

Excavation in trenches n exc 1.5m in deepth and 1.5m in width and getting out in hard/dense soil complete all as specified and directed.

Excavation in trenches n exc 1.5m in deepth and 1.5m in width and getting out in hard/dense soil complete all as specified and directed.

Returning filling in, approved earth including spreading, levelling, watering and well ramming in layers n.exc 25cm thick, complete all as sspecified and directed.

Removing excavated surplus soil etc not exc 50 m and depositing where directed at level n.exc 1.5 m above the starting point complete all as specified and directed.

Demolition and breaking up drain pipes of size 100 mm (SGSW, AC, RCC or PVC) , set in cement mortar including concrete bed and haunching of pipes and disposal of unservicable materials and rubbish to a distance not exceeding 100m complete all as specified and directed.

Description same as per Item No. 10.00 but size 150 mm.

Description same as per Item No. 10.00 but size 200 mm.

M&L for cleaning of septic tank/ manhole of any capacity, inclduing excavation in trenches not exc. 1.5m in depth in mud in foul condition by de-sludging, disilting and getting out all silt, sludge, organic and inorganic materials by manuyally / mechanically and removing the sludge to minium 6 km outside MD land away from site and burrying in to pits and covered with earth including spreading bleaching powder @ 1 kg per sqm complete all as directed at site, after complete cleaning of septic tank the manhole cover shall be re-fixed in same position with CM 1:4 and bleaching powder spread on top surface of septic tank @ 1 Kg per septic tank complete all as specified and directed at site.

Cleaning blockage of floor/nahani/bottle trap of wash hand basin/sink/bathrooms/kitchen by using hand pump with rubber bucket or by cleaning rod till clear flow of water is observed all complete all as specified and as directed.

Cleaning blockage of sewer lines in any position by rodding from both sides between two adjacent manholes or from inspection chamber to manhole or from gully trap to inspection chamber or through inspection eye of any depth till clear flow of sewer/water is observed complete all as specified and as directed for the 100mm dia (internal) of sewer pipe line. Note:- Unit rate quoted shall deemed to be included of cleaning of scurbs, grass small roots etc, around the manholes, inspection chamber adjacent to the pipe lines cleaning etc and along sewage lines wherever required or as directed and no extra payment shall be made on this account).

Description same as per item No 15.00 above but for 150mm dia (internal) of sewer pipe line.

Cutting in to existing manhole’s for connecting new drains making good to pipe and rendering cutting out existing benching and forming bed channel ( ½ round or ¾ section) in cement concrete type B1 smooth finished and reforming benching as required internal dia pipe 100 mm bore pipes for removing existing branch drain, making good to walling and rendering, cutting out branch channel, and making good benchings complete all as specified and directed.

Description same as per item No 17.00 above but for 150mm bore.

M&L for HDPE Doule Wall Corrugated HDPE Pipe, of size 100 mm bore ( internal dia ) drain pipes, class "SN4" as per IS:16098-2013, laid in trenches including testing all as specified and directed by Engr-in-Charge. Make:- ALOM POLY EXTRUSIONS LTD / REX POLY EXTRUSIONS LTD / GEMINI GROUP OF COMPANIES.

Description same as per Item No. 19.00 but size 150 mm bore

Description same as per Item No. 19.00 but size 200 mm bore

Demolition of cement concrete (unreinforced) of any description and in any position (below or above ground level) complete all as specified and directed.

M&L for Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate in foundations, filling and mass concrete including sub base of floors complete all as specified and directed.

M&L for PCC 1:2:4 type B-1 (Using 20 mm graded aggregate) as in coping, Surface channel, benching of manhole laid to shape and slope and finished even and smooth using extra cement including weathering, throating and necessary form work complete all as specified and directed.

Demolition of brick work, built in Cement mortar including all quoins, arches, pillars etc, complete all as specified and directed.

Description same as per Item No. 25.00 built in cement mortar 1:6 but except bricks, complete all as specified and directed. Note:- Bricks obtained from dismantling of brick masonary shall be used.

M&L for brick work with fly ash bricks, modular bricks, straight or curved on plan exc 6 m mean radius, built in cm 1:6 all as specified and directed.

M&L for Brickwork with sub-class `B' bricks, straight or curved on plan to any radius as in half brick thick walls, built in cm 1:4 complete all as specified and as directed.

M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1:4, and finishing top surfaces even and smooth without using extra cement complete allas specified and directed

S&F in repair PVC (SWR) pipe Cowls (with 3 stays), riveted to and including 15 cm length of flue pipes, of ditto complete allas specified and directed

S&F in repair 75 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints laid in trenches or fixed to walls including clamps,complete allas specified and directed.

Description same as per Item No. 31.00 but bore 110 mm.

S&F in repair PVC (SWR) pipe bend of bore 75 mm complete all as specified and directed.

Description same as per Item No. 33.00 but bore 110 mm.

S&F in repair PVC (SWR) junction single (single 'T') equal or unequal of bore 75.00 mm complete all as specified and directed.

Description same as per Item No. 35.00 but bore 110 mm.

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

M&L for Mild steel TMT Bar 6 to 8mmm dia cut to length , bent to shape to required , including cranking , bending spirally for hoping for columns , hooking ends and binding with and including mild seel wire (anneled) not less than 0.9mm dia or securing with clips quality confirming complete all as specified and directed.

M&L TMT mild steel bars 10 mm dia and over, cut to length, bent to shape required inluding cranking, bending, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90 mm dia or securing with clipscomplete all as specified and directed.

Use and waste formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping) with fair finished flat concrete survaces complete all as specified

M&L for providing RCC 1:1.5:3 type A-1 (using 20mm graded stone aggregates) in screen walls, fins, fascias, louvres, parapets, and railings exc. 60cm in height, newels, balustrade and the like complete all as specified and as directed.

M&L for providing RCC 1:1.5:3 type A-1 (using 20mm graded stone aggrergates) in slabs supported on walls, floor slabs, roof slabs and the like complete all as specified and as directed.

M&L for Providing precast reinforced cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate in cover slabs (for manholes etc), shelves and similar articles with plain faces including necessary moulds and setting in cement mortar 1:4 complete all as specified and directed. Note:-Reinforcement to be measured & Paid separately.

M&L framed work such as grills, gratings, gate etc with ends of bars & plates souldered and/or riveted or forged into spikes, framed guard bars barred iron dors ladders framed balusters walkways, railing frame work of water tanks and similar work conforming to Fe-410-0 or Fe-310-0, complete all as specified and directed.

M&L for preparing new Steel Surfaces of any description, over 10cm in width or girth, not otherwise described and evenly applying two coats of synthetic enamel paint over one coat of redoxide complete all as spe ified and directed

M&L for Brickwork with fly ash bricks in one brick thick honey comb walling built in cement mortar 1:4 complete all as pecified and as directed.

Material and labour for broken brick coarse aggregate (brick bats) of size 0.63mm for soak well all as specified and directed

S&F in repair PVC(SWR) floor and PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement 125/110 mm bore including cutting out wall /concrete and finishing of surface to match existing surface .

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

M & L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rolling (using appropriate roller) including watering complete all as specified and directed.

M & L Providing, cement concrete in roof kerbs or mud stops, Coping, including rounded or chamfered on edges and throating as directed Type C1 1:3:6 (20mm graded aggregate) complete all as specified and directed.

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

S & F 75mm dia PVC (SWR) Pipes single socketed in any length with rubber ring joints laid in trenches or in floor complete all as specified and directed.

M & L 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 directed.

M & L Cement concrete type C-2, 1:3:6 (40mm Graded Aggregate) 75mm Thick, complete all as specified and directed.

Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, rolling (using appropriate roller) and finishing to required size, shape, etc., n exc. 1.5 m high from base, complete all as specified and directed.

Surface excavation in soft soil n exc 30 cm deep and avg 15 cm deep and getting out complete all as specified and directed.

Material and labour for PCC 1:2:4, type B-1 crushing 20mm graded crushed stone aggregate) as in lintels up to 1.5 m clear span, bands, benching and hold fasts etc complete all as specified and directed.

Material and labour RCC M-25 design mix in foundation footing, plinth beam, bases for column and pedestal using 20mm graded curshed aggregate complete all as specified and directed.

Material and labour RCC M-25 design mix in column, pillars, piers, post etc using 20mm graded curshed aggregate complete all as specified and directed.

Material and labour RCC M-25 design mix in lintel/plinth beam,roof beam etc using 20mm graded curshed aggregate complete all as specified and directed.

Material and labour RCC M-25 design mix in roof slab etc using 20mm graded curshed aggregate complete all as specified and directed.

Use & waste of Formwork to sides of concrete foundations footings bases of columns raft and raft beams sides and sofits (if any) of foundation and plinth beams, and similar work vertical or to batter fair finished sufraces of concrete complete all as specified and directed.

Use & waste of Formwork to sides of pillars posts, struts, piers, columns and stanchions fair finished surfaces of concrete Square rectangular or polygonal complete all as specified and directed.

Use & waste of Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc also splays between floors and beams etc fair finished surfaces of concrete, complete all as specified and directed.

Description same as per Item No. 65.00 but in chajjas, troughs and similar items including edges complete all as specified and directed.

M&L for Mild steel TMT Bar 5mmm dia and over upto and including 8mm dia in stirrups spacers amd binders quality confirming to TMT bar, complete all as specified and directed.

M & L 15 mm thick rendering on brick work or concrete surface in one layer with water proofing compound, surface finished even and fair witout using extra cement, complete all as specified and directed. Note- WPC shall be measured and paid separately.

Supply only integral water proofing compound, complete all as specified and directed.

M & L 10 mm thick rendering on brick work or concrete surface in cement mortar 1:6, surface finished even and smooth without using extra cement, complete all as specified and directed.

M & L for 5 mm thick rendering on concrete surface in cement mortar 1:3, on ceiling , below chajja and shelves, complete all as specified and directed.

M & L for applying two coat of cement base paint over a coat of primer including preparation of newely plastered surfaces, complete all as specified and directed.

M & L applying two coat of oil bound distemper over a coat of primer including preparation of newely plastered surfaces complete as in wall surface, complete all as specified and directed.

M & L applying three coat of white wash including preparation of surfaces complete on walls, ceiling under shelves and chajja, complete all as specified and directed.

M & L 25 mm thick PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in base of flooring, laid over PCC sub base, surface finished even and fair without using extra cement, complete all as specified and directed.

M&L coloured glazed ceramic tiles of size 300 mm x 200 mm x 8 mm thick as in vertical surface set and jointed in neat cement slurry and pointed in white cement with pigment to match over and including 10 mm thick rendering in CM 1:4 , complete all as specified and directed.

M&L for colour non skid ceramic tiles of size 395 x 395 x7 to 8mm including 15mm th screed bed in cement mortar 1:6 jointed in neat cement slurry including pointing in coloured cement/colour cement to match, complete all as specified and directed.

M&L 10mm thick plaster in one layer in CM (1:4) over concrete roof padding/wall surface, cement mortar mixed with and including WPC as per manufacturers instruction, complete all as specified and directed.

M & L water proofing treatment on roof surface in following steps through manufacturer / authorised applicator of the manufacturer instructions complete :- (i) wire brushing and cleaning top surface of tiles, lime terracing or cement concrete, including flashings and junction parapets, etc, and surface painting, with a layer of blown bitumen of any preparation applied hot @ 1.7 kg per sqm, blinded with grit or pea size gravel @ 0.006 cum per sqm and lightly tampered (area of flashing etc shall be added to the roof area). (ii) Supply & Laying APP based polymeric membrane minium weighing 3 kg/sqm and minium 3 mm thick reinforced with polyster non wove fabric (wt not less than 150 gms/sqm) laid on primed surface by forced application complete all as specified. (iii) Applying a coat of bituminius aluminium paint @200 gm /sqm (minimum ) in two coat .

S & F powder coated aluminum door with the following specification and making good the adjacent surfaces complete all as specified and as directed:- (a) Cross section of xchowkhat frame 101.60x44.45x2mm thick. (b) Cross section of hanging and meetng style 83x44x2mm thick. (c) Top rail of cross section 114x44x2mm thick. (d) Bottom rail of cross section 114x44x2mm thick. (e) Locking rail (middle rail ) of cross section 83x44x2mm thick. (f) 4mm thick tinted glass make Modi, float . (g) Aluminum handle eisc type -02 Nos per shutter ( inside & out side). (h) Aluminum door stopper heavy duty-01 Nos per shutter. (i) Aluminum tower bolt 200mm long-01 Nos per shutter (inside). (j) Lock with key superior quality makae and type as approved by GE openable both from inside & out side -01 Nos per shutter.

S & F joist, channel angle or tee , square or rectangular, tublar sections, fixed independently or as purlin rafter or post including cutting to dead length where required, notching, drilling fitting riveting and /oir welding or connecting with bolts and nuts proving and fitting angle cleats, fish plates, gusset plats etc. complete all as specified and directed (Fe-410-W (E-250).

S & F pre-painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mps as in roof covering/cladding to wall, ficed with self tapping screws as specified.

M/S GARG CONSTRUCTION

M/S Ashish Construction