Maint. of Cantt. fund Roads in Ambala Cantt.

Amount

Milling of distress bituminous layer 50 to 60 mm depth as per requirement in single pass with suitable milling machine (capable of milling @200-300 sqm area per Hr.) fitted with loading convey or for loading the milled material directly on the trucks i/c hauling and stock piling the reclaimed material near the central recycling plant or reclaiming to bring to reuse with the approval of Engineer-in-charge (80% of theoretical material will be assume to be retrieved) for safe disposal with all leads and lifts complete in all respects.

Earth work in excavation in trenches not exceeding 1.5 mtrs. wide and 1.5 mtrs deep and getting out including returning filling in including spreading and leveling in layer.

M/L continuous brick edging with width equal to the depth of the brick laid dry on edge all as specified in MES SSR 2010.

S/F of Pre-cast cement concrete M-20 Kerbstone with top and bottom width 100 mm, 300 mm high in M -20 grade all as sp.

Providing and laying Granular Sub Base complete in all respects as per MORTH specification latest revision 401. The material shall be free from organic or other deleterious constituents and confirm to grading 1 of table 400.2 of MORTH specification.

M/L water bound macadam 10cm thick (compacted thickness ) with coarse aggregates (90 to 40mm size ) spread, rolled & consolidated to gradient & camber required all as specified in MES SSR 2010.

Ditto 2nd layer 10 cm thick (compacted thickness) with coarse aggregates (63 to 40mm size) all as specified in MES SSR 2010.

Preparing water bound surfaces with wire brushes for removing caked mud extra, sweeping with brooms and finally fanning with gunny bags to remove all loose dirt etc. all as specified in MES SSR 2010.

Preparing of existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and scoring the surface with diagonal lines V shaped 25mm deep and 2 meters apart and removal of rubbish to a distance not exc 50m and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc.

Material and labour for premixed bituminous macadam averaging 75mm thick or less (consolidated thickness), using 4% binder paving bitumen(mixed) in central computerized hot mix plant),laid, rolled and compacted using 8 to 12 tonnes power roller to required gradient and camber using mechanical self propelled paver and rolled with mechanical vibratory power roller 8 to 12 tonnes capacity, complete all as specified in MES SSR 2010.

Material & Labour evenly a tack coat@ 10kg/ 10 sm with paving bitumen with mechanical sprayer.

Material & Labour evenly a tack coat@ 5kg/ 10 sm with paving bitumen with mechanical sprayer.

Material and labour for applying evenly priming/tack coat with paving bitumen at the rate of 3 kgs/10 Sqm on bituminous macadam surfaces complete all as specified.

Material and labour for bituminous premix asphaltic semi dense concrete 25mm thick (mixed in central computerized hot mix plant) consolidated thickness with 6% binder content by weight of total mix compacted to required camber and gradient using mechanical self propelled paver and rolled with mechanical vibratory power roller 8 to 12 tonnes capacity, complete all as specified and as directed.

S/F Solar road stud of size 140mmx128mmx82mm with shank of 54mm made out of solid aluminium alloy powered by solar cells and panels mono crystalline solar 2.5 volts/0.3 watt bi-directional with LED lights 06 nos,Ni-Mh or Ni-cd rechargeable battery fixing arrangements as per MORTH Specifications complete all as specified and directed .Make Aakriti solar model no.XSRS-01 or equivalent in aktion/ suneyez/ Tata BP etc all as specified.

Applying Hot Applied Thermoplastic Road Marking paint(after cleaning Road surface ) in Yellow/White Colour in edge line, Centre line in break Zebra Crossing, Speed breaker painting etc. as per MORTH specification.

Material and labour for bituminous premix asphaltic semi dense concrete 40 mm thick (mixed in central computerized hot mix plant) consolidated thickness with 6% binder content by weight of total mix compacted to required camber and gradient using mechanical self propelled paver and rolled with mechanical vibratory power roller 8 to 12 tonnes capacity, complete all as specified and as directed.

Dismantling of flexible pavement (bituminous courses, cement, concrete, Paving bituminous) by mechanical means and disposal of dismantled material up to a lead of 5 kilometer, as per direction of Engineer-in-charge.

M/L brick work in Cement mortar 1:4 straight or curved on plan exe. 6 m mean radius with sub class 'A' brick all as specified in MES SSR 2010.

Use & waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work 200 mm thick column, pillars, beams not exceeding 200 mm thick all as specified in MES SSR, 2010.

S/F Reinforcement 8 mm dia & over cut to length bent to shape required size including cranking, bending & binding with M.S. annealed wire not less than 0.9 mm dia all as specified in MES SSR 2010

M/L RCC work 1:1½:3 for slabs supported on walls, columns wells , roofs, landing, balconies, canopies deck slabs and in shelves and the like all as specified in MES SSR, 2010

Bidder Name

Amount

kulwant singh(GSTN-06ADZPS2056C1ZA)

R.N.Company(GSTN-06AJPPK4897H1ZK)

R D builders(GSTN-06AAHFR2303QIZI)

Bal Singh And Sons(GSTN-NA)

hitech builders(GSTN-NA)

hitech builders

R.N.Company

kulwant singh

R D builders

Bal Singh And Sons

kulwant singh

R.N.Company

hitech builders