PROVN OF BLACK TOP PERIMETER ROAD AT AWANTIPUR GRN UNDER GE 861 EWS

Amount

Excavation over areas, not exceeding 1.5 meter deep and getting out in soft/loose soil, complete all as specified and directed.

Rolling and consolidating formation surfaces in cutting of roads/ berms to required gradient and camber with power roller of capacity 8 to 12 tonne including filling in depressions which occur during the process with approach earth, complete all as specified and directed.

M&L for 200mm thick soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled with 8 to 12 tonne power roller and consolidated to required gradient and camber, complete all as specified and directed.

M&L for 150mm thick (Compacted thickness) water bound macadam (in two equal layers and each of 7.5cm thick to be compacted separately) with crushed course stone aggregates (granite, trap, basalt) of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to required gradient and camber, complete all as specified and directed.

M&L for preparing unsurfaced water bound macadam by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finaly fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming / tack coat with bituminous primer @ 10 Kg / 10 Sqm of paving bitumen VG-10, complete all as specified and directed by Engineer-in-Charge.

M&L for premixed, bituminuous macadam using 4% binder content of paving bitumen of grade VG-30 by weight of total mix, consolidated thickness not exc 75mm, laid using mechanical paver, rolled and compacted to required gradient and chamber using 8 to 12 tonne power roller/ tandem vibrating roller, complete all as specified and directed. Note : The quoted rates shall deem to include for preparation of level sheets by contractor before laying SDAC over BM at site.

M&L for bituminous premix asphaltic semi dense concrete (SDAC) 40mm thick (consolidated thickness) with 5.5% binder content of paving bitumen of grade VG-30 by weight of total mix, rolled and compacted to required camber and gradient using 8 to 12 tonne power roller and laying with mechanical paver, complete all as specified and directed. Notes :- (i) Bituminous premix semi dense asphaltic concrete shall be prepared in central computerised hot mix plant. (ii) Design mix shall be got done by the contractor at his own expenses from NABL laboratory as decided by GE. (iii) Contractor shall quote his rates by considereing binder contents @5.5% of total mix by weight, however in case of any variation in weight of binder contents on lower side as per actual mix design, the same shall be ajusted @ Rs. 60/Kg of bitumen.

M&L for continuous brick edging with old size brick, sub class 'B' with width equal to the depth of the brick, laid dry on end vertically, complete all as specified and directed by Engineer-in-Charge.

M&L for moorum/ red bajri for filling in pavings etc, laid in layers not exc. 15cm thick, spread, levelled and rammed including watering, complete all as specified and directed.

M&L for thermoplastic road marking paint not less than 2.5mm thick, white or golden yellow in colour, conforming to BS-6088, in lines, arrow, dashes & letters, applied hot using application unit and retroreflective glass beads @ 250 to 300 gm/Sqm to with stand vehicular traffic load, laid as per manufacturer's instructions and directed. Make : Asian/STP Ltd/Automat/3M.

Excavation in trenches not exceeding 1.5 meter wide and not exceeding 1.5 meter in depth and getting out in soft/ loose soil, complete all as specified and directed.

Returning, filling in including spreading, leveling, watering and well ramming in a layer not exceeding 25cm thick, complete all as specified and directed.

Removing excavated material not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 Mtr above the starting point, complete all as specified and directed.

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

M&L for PCC 1:2:4, type B-2 (using 40mm graded crushed stone aggregates) as in foundation, in bedding and haunching for RCC hume pipes, complete all as specified and directed.

M&L for 300mm bore reinforced cement concrete pipes, Class NP3, laid in trenches and jointed, complete all as specified and directed.

All as per Ser Item No 16.00 above but 600mm bore pipe.

M&L for brick work with sub class "B" bricks (old size) straight or curved on plan exceeding 6 metre mean radius, built in cement mortar 1:6, complete all as specified and directed.

M&L for cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in coping including necessary formwork, complete all as specified and directed.

M&L for rendering 15mm thick in CM 1:4 on fair faces brick work or concrete surfaces, finished the surface even and smooth without using extra cement, complete all as specified and directed.

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

M&L for MS framed work such as grills, gratings, etc. with ends of bars shouldered or riveted, or forged into spikes, framed guard bars, barred iron doors ladders, framed balusters, walk ways, railings and similar work, conforming to Fe-290 Gde-E-165, complete all as specified and directed.

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

M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6, complete all as specified and directed.

M&L for raised pointing in CM 1:4 to random rubble, uncoursed stone wall, complete all as specified and directed.

M&L for precast cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in bond stone with plain fair faces, including necessary formwork and set in CM 1:4, complete all as specified and directed.

M&L for boulder filling dry, hand packed tightly, as in vertical bunds with sloping face etc, complete all as specified and directed.

S&F 110mm bore PVC (SWR) pipes, single socketed in any length with rubber ring joints, fixed to walls with suitable MS clamps, complete all as specifed and directed. Make :- SUPREME / ASHIRWAD / FINOLEX / ASTRAL

SHALIMAR BUILDERS

WANI INFRATECH PVT LTD

M/S RATHER CONSTRUCTION CO

M/S UNIQUE CONSTRUCTION

M/S BILAL AHMAD BHAT

M/S LATIF AHMAD BABA CONSTRUCTION