CWEAFJ-27/2020-21 PROVN OF LINK ROAD JOINING THE LOOP TAXI TRACK WITH PERIMETER ROAD AND CERTAIN OTHER SANCTIONED WORKS AT AF STN UDHAMPUR

Amount

Site Clearence in any type of soil, complete all as specified and directed.

Rough excavation not exceeding 1.5m deep in any type of soil and getting out, complete all as specified and directed.

Removing excavated soils to a distance exceeding 50m but not exceeding 100m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30cm thick; watering, ramming / rolling and finishing to required size, shape, etc., not exceeding 1.5 metre high from base, complete all as specified and directed.

Excavating in trenches, not exceeding 1.5metre wide and not exceeding 1.5metre depth for foundation, etc., and getting out in any type of soil, complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick any type of soil, complete all as specified and directed.

Removing excavated soils to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.

Cement concrete type D-2 1:4:8 (using 40mm graded crushed stone aggregate) as in mass concrete, complete all as specified and directed.

Walling of random rubble stone masonry, well bonded, bedded and solidly hearted built in cement mortar 1:6, brought up to courses, complete all as specified and directed. Note : Volume of PCC bond stone as provided in lieu of stone bond stone as per Serial Item No '10' here-in-after shall be deducted from total cumulative quantity of stone masonry.

Pre-cast cement concrete, 1:3:6 type C-1 (using 20mm graded crushed stone aggregates) as in bond stone set in cement mortar 1:6 and finishing exposed surfaces including necessary form work, complete all as specified and as directed.

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straight edge held against the dressed surface not exceeding 40mm, complete all as specified & directed.

Raised pointing to squared rubble masonry, coursed or uncoursed in cement mortar 1:4, complete all as specified and as directed.

Plain cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in cills, lintels upto 1.5 metre clear span, steps, seismic and other similar band, plinth course, string courses, lacing courses, parapets and railing upto 60cm in height, copings, kneelers, apex stone, bed plates, kerbs etc and in similar works including weathering, slightly rounded or chamfered angles and throating and necessary form work complete, all as specified and as directed.

PVC (SWR) pipe 110mm bore single socketed in any length as in weep holes complete all as specified and as directed.

Boulder filling dry, hand packed tightly, gauge exceeding 80mm not exceeding 150mm, as in back filling of retaining wall complete all as specified and as directed.

Reinforced Cement Concrete type B-1, 1:2:4 (using 40mm graded crushed stone aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and directed.

Reinforced Cement Concrete type B-1 1:2:4 (using 20mm graded crushed stone aggregate) as in slab supported on walls, complete all as specified and as directed.

Formwork to sides of concrete foundation, footings, bases of columns, rafts and raft beams and similar work; vertical or to batter for rough finished surfaces of concrete, complete all as specified and as directed.

Formwork to sides of pillars, posts, struts, columns (square, circular rectangular on plan or polygonal etc. for rough finished surfaces of concrete, complete all as specified and as directed.

Formwork to sides and soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick (horizontal or sloping), complete all as specified & directed.

TMT bars 10mm dia and over, cut to length bent to shape including binding with MS annealed wire of dia not less than 0.90 mm, complete, all as specified and as directed.

Loose filling with broken stones / aggregates of gauge 80 to 150 mm, complete, all as specified and as directed.

Reinforced concrete pipes 450mm bore, class NP-2 with one collar per length of pipe laid and jointed on concrete bed , complete all as specified and as directed.

Rolling and consolidating formation surfaces in cutting with Power Roller 08 Tonnes to 12 Tonnes complete all as specified and as directed.

150mm thick (spread thickness) soling or sub base with broken boulders or quarried stone of size 100mm to 50 mm deposited spread levelled in one layer, interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller complete all as specified and as directed.

Water bound macadam (WBM) 150mm thick (compacted thickness) in two layers of 75 mm thick each layer with coarse granite aggragate of grading 2 (63 to 40 mm size) each layer spread separately, rolled and consolidated to required gradient and camber using 8 to 12 tonne capacity power roller complete all as speciifed and as directed.

Preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally using with gunny bags to remove all loose dirt etc. and applying evenly a priming coat with bituminous primer @ 10 Kg/ 10 Sqm using paving bitumen VG-10 on new WBM surfaces complete all as specified and as directed

Bituminous premix asphaltic semi dense concrete consolidated thickness 40 mm with stone chippings graded aggregate with 5.5% of binder content by weight of total mix, Viscosity Grade paving bitumen of grade VG-30 and 4% stone dust conforming to required specification for filler as per IRC-95, 1987 (filler) by weight of mix, prepared in hot mix plant, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and rolled with 8 to 12 tonne power roller complete all as specified and directed.

Notes :- 1. Bituminous asphaltic semi dense concrete shall be laid using self propelled mechanical paver and preparation of mix shall be done using computerized hot mix plant . 2. The exact quantity of bitumen to be used shall be determined after design mix by Marshal method.

Continuous brick edging with width equal to the depth of the brick , laid dry on end vertically using with burnt clay old size bricks sub class 'B' complete all as specified and directed.

Dismantling boarding of any description, fixed in any position with nails including cover fillets complete all as specified and as directed.

18/19mm thick Celuka PVC ply, Factory made PVC sheet of density 600 KG/Cum, Teak face colour, manufactured by an ISO-9000 certified comapny cut to shape to form Shelves / Partitions / Shutters and Legs of shape and size as directed. The exposed edges of the Shelf Top, Shelf, Partition shall be covered with 18mm x 1mm thick PVC lipping using solvent cement / adhesive as recommended by the manufacturer's instructions complete all as directed by the Engr-in-Charge.

Brass Handle 125mm, cast type, polished bright complete all as specified and as directed.

Stainless steel zero crank hinges, fancy type, fixed to shutters, of standard size and shape complete all as specified and as directed.

Telescopic channel for drawers, of standard size and length, mild steel bright finish or electroglvanised, width of flap 30mm (ISI marked) complete all as specified and as directed.

Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) of Fe 410-W Gde-E-250) quality-A complete all as specified and as directed.

Preparation of new or previously untreated steel surfaces of any description, over 10cm width or girth and applying two coats of synthetic enamel paint, over a coat of red oxide primer, complete all as specified and as directed.

Single Lever Wash Hand Basin Mixer with wall flange cast copper alloy Chromium Plated, fancy type, screwed down high pressure, with long screwed and flynuts screwed for iron pipe or brass ferrule 15mm bore, fixed in repairs, complete all as specified and directed. Make : CERA Cat Part No F9030451 or equivalent in Jaquar / Hindware

Angular Valve with wall flange cast copper alloy Chromium Plated, fancy type, with or without letters 'HOT' or 'COLD', screwed down high pressure, with long screwed and flynuts screwed for iron pipe or brass ferrule 15mm bore, fixed in repairs, complete all as specified and directed. Make : CERA Cat Part No F8040204 or equivalent in Jaquar / Hindware

PVC connection 45cm long fitted with PTMT nut and washer on both ends, fixed to 15mm bore iron pipes, complete all as specified and directed.

SHIVAE CONSTRUCTION

TARUN BUILDERS

RAJINDER KUMAR AND CO

Bidder Name

RAJINDER KUMAR AND CO

TARUN BUILDERS

ANIKET TRADERS

SHIVAE CONSTRUCTION