PROVN OF HARD STANDING OF 1000 SQM/MTR NEAR MT AREA 227 FD WKS COY EME AND PROVN OF PCC ROAD FROM GATE NO - 7 TO GATE NO - 8 IN SOUTH CAMP AT 274 TRANSIT CAMP AT KHANPUR UNDER AGE B/R-II (S) AND AGE B/R-I (S) OF GE (SOUTH) DELHI CANTT-10

Amount

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out soft/ loose soil complete all as specified and directed by Engineer-in-charge.

Rolling and consolidating formation surface in cutting through power roller exc 8 tonne and n.exc 12 tonne complete all as specified and directed by Engineer-in-charge.

M&L for brick work with sub class 'B' bricks (old size bricks) straight or curved on plan exc 6 m mean radius built in cm 1 : 4 with and including weep holes in brick work complete all as specified and directed by Engineer-in-charge.

M&L for rendering 15 mm thick on fair faces of brick work/ concrete surfaces, finishing even and smooth without using extra cement in cement mortar 1:4 complete all as specified and directed by Engineer-in-charge.

M&L for Preparation of new surfaces of walls and applying two coats of cement base paint complete all as specified and directed by Engineer-in-charge.

M&L for Hardcore of gauge of broken stones or boulders n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-charge.

M&L for 100 mm thick, PCC 1:4:8 type D2 using (40mm graded crushed stone agg) as in sub base complete all as specified and directed by Engineer-in-charge.

M&L for Cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified and directed by Engineer-in-charge. Note:- The Rates for panel shuutering shall be deemed to this item.

Forming 12mm thick expansion joints in 100mm thick slab filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade `A' complete all as specified and directed by Engineer-in-charge.

Forming 12mm thick expansion joints in 150mm thick concrete slab filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade `A' complete all as specified and directed by Engineer-in-charge.

Forming contraction (Dummy) joints 65mm deep x 10 mm wide filled with seraling compound grade 'B' complete all as specified and directed by Engineer-in-charge.

Spike roiling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified and directed by Engineer-in-charge.

M&L for soling 150mm thick (Compacted thickness) with crushed/broken stone metal(Quartzite) graded from 100 to 50mm intersectices filled, surface framed and rolled consolidated to required camber & gradient complete all as specified and directed by Engineer-in-charge.

Removing excavated material i.e. soil exc. 250m but n.exc 500m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed by Engineer-in-charge.

M&L for finishing surface to concrete roads, pavements, by brooming complete all as specified and directed by Engineer-in-charge.

Note:- The contract sum shall be after deducting the amount of Credit shown in Credit Schedule of this Tender.

M/s Vijay Enterprises

Vipul Construction

P R Constructions

M/S CHANDER MUNI