REPAIR AND REPLACEMENT OF FENCING DRAIN FOOTPATH AND CONNECTED WORKS IN DOMESTIC AREA OF MARU VIHAR AND AKASH VIHAR AT AF STATION SURATGARH

Amount

BOQ (REPAIR AND REPLACEMENT OF FENCING, DRAIN, FOOTPATH AND CONNECTED WORKS IN DOMESTIC AREA OF MARU VIHAR AND AKASH VIHAR AT AF STATION SURATGARH)

Demolition of brick work or stone boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches , pillars etc & removing debries out of MoD land, complete all as specified and directed by the Engineer-in-Charge.

Brick work with sub class 'B' , straight or curved on plan not exc 6m mean raidus built in cement mortar 1:6 , complete all as specified and directed by Engineer-in-Charge.

Rendering 15mm thick on fair faces of brick or concrete surfaces in cement mortar 1:4 finished the surface even and smooth without using extra cement , complete all as specified and directed by Engineer-in-Charge.

Demolition of cement concrete (unreinforced) in ground floors and paving not exc. 15 cm thickness (below or above ground level), including removal of rubbish in low lying area, complete all as specified and directed by the Engineer in Charge.

Plain cement concrete (1:3:6) type C-1, using 20mm graded stone aggregate as in Surface channels and drains & likes , complete all as specified and directed by Engineer-in-Charge.

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

Add to or deduct from item No. 06 here-in-before for each 25 mm girth or part thereof over or under 30 cm inner girth complete all as specified and directed.

Dismantling/pulling out of old damaged RCC pre-cast fencing post/struts of any section embedded in natural ground including making required size pit either by excavation/excavation of new pits to change the alignment if required/trimming of sides of under size pit or by returning filling in and ramming broken rubble mixed with earth around in layers not exc 25 cm each & watering an over size pit and removing surplus soil to a distance not exc 50 metre and making good disturbed ground surfaces , complete all as specified and directed by Engineer-in-Charge. (For fixing new posts). Note :- Retrieved earth & broken rubble shall be reused in returning and filling.

Dismantling/pulling out of old damaged RCC pre-cast fencing post/struts of any section embedded in concrete foundation including making required size pit either by excavation/excavation of new pits to change the alignment if required/trimming of sides of under size pit or by returning filling in and ramming broken rubble mixed with earth around in layers not exc 25 cm each & watering an over size pit and removing surplus soil to a distance not exc 50 metre and making good disturbed ground surfaces , complete all as specified and directed by Engineer-in-Charge. (For fixing new posts). Note :- Retrieved earth & broken rubble shall be reused in returning and filling.

Excavation in post holes (or similar holes) each not exc. 0.5 Cum and getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exc. 25 cm, watering and removing surplus spoil to a distance not exc. 50 m and making good surface in soft / loose soil , complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete (1:3:6), type C-2 using 40 mm graded mechanically crushed stone aggregates as in foundations, filling and mass concrete, complete all as specified and directed by the Engineer-in-Charge.

Mild Steel angle iron for post and flat iron, or other steel section or core for wooden hand-rail straight portion drilled including embedded in concrete and screwing etc., posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc flat iron fillets (for scuring wire mesh etc). including all necessary drilling, bolting or riveting etc. and similar work conforming to Fe-290 Gde E-165,complete all as specified and directed by Engineer-in-Charge.

Mild steel bolt factory made with hexagonal or square heads at one end and screw the other to be fitted with washer etc and one hexagonal or square exc 5 cm but not exc 10 cm long end dia neck 12 mm including taking out old unserviceable bolts with nuts and washers , complete all as specified and directed by Engineer-in-Charge.

Round mild steel bar 10mm dia and over, cut to length, bent to shape required, making hooks at ends, woven in chain link and fixed with nut and bolts, complete all as specified and directed by Engineer-in-Charge.

Galvanized 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 galvanized mild steel wire staples, or steel pins etc complete all as specified (each line of wire to be measured) including taking down old unserviceable existing barbed wire. , complete all as specified and directed by Engineer-in-Charge.

Chain link galvanised wire fencing mesh size or with 4 mm nominal dia and both ends without knuckling/ twisting, fixed to flat iron rails with RCC/Angle iron post as fixed in repairs , complete all as specified and directed by Engineer-in-Charge.

Preparation of new or previously untreated steel surfaces of any description , not otherwise described over 10 cm width or girth and applying two coats of synthetick enamells paint over one coat of red oxide primer,complete all as specified and directed by the Engineer in Charge.

Preparation of new or previously untreated steel surfaces of any description , not otherwise described not exceeding 10 cm width or girth and applying two coats of synthetick enamells paint over one coat of red oxide primer,complete all as specified and directed by the Engineer in Charge.

Dismantling floor, hearth or wall tilling including cement morter bedding (but not backing ),and removing serviceable tiles to store and rubbish off the premises , complete all as specified and directed by Engineer-in-Charge

Dismantling of pavers blocks/tiles of any description or thickness in floors, aprons etc. laid dry or laid dry or pointed, complete all as specified and as directed by the Engineer in Charge.

Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates 75mm thick as in sub base flooring, complete all as specified and directed by Engineer-in-Charge.

Factory made machine pressed precast concrete interlocking paver block any shape or size conforming to IS 15658 of 80 mm thickness M-40 grade with grey cement and no pigment laid over and including 25mm thick sand cushioning and filling the joints upto full depth with fine tibba sand, complete all as specified and directed by the Engineer in Charge.

Fixing only retrieved Machine pressed precast concrete interlocking tiles/paver block any shape and size with grey cement and no pigment laid over and including 25mm thick sand cushioning and filling the joints upto full depth with fine tibba sand, complete all as specified and directed by the Engineer in Charge. Note: Servicable Tiles retrived from serial item no.20 above shall be used after proper cleaning and washing of old tiles.

Chequered cement concrete tiles 25cm x 25cm x 20mm thick set jointed and pointed in neat cement slurry in floors with in grey cement and pigment over including 15mm thick screed bed in CM 1:6, complete all as specified and directed by Engineer-in-Charge.

Barbed razor type concertina coil of 1050 mm dia (when unstretched) fixed between the existing ‘V’ angle post and barbed wire over security wall /PCC /ground as per requirment with coil of coverage 7.5 running metre per coil, weight of each coil 14.00 to 14.50 Kg hot dip galvanized and binding with and including MS annealed wire of 0.90 mm including taking down old unserviceable existing concertina coil , complete all as specified and directed by Engineer-in-Charge.

Preparation of old concrete surfaces of any description, exceeding 10 cm width or girth and applying two coats of synthetic enamel paint (of approved shade) to concrete surfaces (like road side stone kreb), complete all as specified and directed by Engineer-in-Charge

Preparation of old painting lines, dashes, arrows, lettrers, etc. on roads, pavement and the like exc 10 cm wide and applying two coats of road marking paints (white or golden yellow colour), complete all as specified and directed by Engineer-in-Charge

Pre-cast cement concrete louvers or RCC Jali 35 mm thick made out of cement concrete 1:2:4 type B-0, using 12.5 mm graded stone aggregate and set in cement mortar 1:4 with and including all mouldings etc, including taking down old unserviceable RCC Jali of any size complete all as specified and directed.

Pre-cast cement concrete RCC designer pillar of size 100mm x 100mm x 900mm made out of cement concrete 1:2:4 type B-0, using 12.5 mm graded stone aggregate and set in cement mortar 1:4 with and including all mouldings etc, including taking down old unserviceable RCC piller of any size complete all as specified and directed.

Preparation of old plastered wall/roof surfaces and applying two coats of exterior acrylic emulsion paint (antifungal), (in Sigma Pattern using number of colours), complete all as specified and directed by Engineer-in-Charge

Contract Amount shall be derived after affecting the amount of Schedule of Credit in General Summary on serial page No 15 of tender documents.

H S BUILDERS

RAM CHANDER CONTRACTOR

M/S Shree Ram Enterprises

DASHMESH ENTERPRISES