REPAIR TO HARSTANDING INTERLOCKING PATH AND SIDE BERMS NEAR BISON PARK AND GATE NO 1 AT AF STATION SURATGARH

Amount

BOQ (REPAIR TO HARSTANDING, INTERLOCKING PATH AND SIDE BERMS NEAR BISON PARK AND GATE NO 1 AT AF STATION SURATGARH )

Bringing approved earth (as approved by Garrison Engineer) from sources outside defence land including all cost such as royalty if any, transportation, taxes etc. for forming embankments / area filling including raising (any height from existing GL) / lowering by approved earth and including earth spreading in layers not exc 30cm thick each layer, watering, compaction with 8 tonne to 12 tonne power roller and finished to required size and shape etc, any high from existing GL complete all as specified and directed. Notes for : (i) Earth required for the item, shall be supplied by contractor, from out side MOD land of any lead, at his own arrangement. (ii) All cost of procurement of earth including cost of transportation, compaction, royalties, tax etc shall be deemed to be included in the unit rate quoted by the contractor. (iii) With reference to clause 3.6 of MES schedule Part-II on serial page No.21 it is clarified that measurement of the above item shall be of finished embankment/traverse of filled earth after consolidation/compaction and 5% deduction shall be made from measured and calculated volume to allow for increase in bulk.

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 (1:4:8), type D-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.

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.

Factory made machine pressed precast concrete interlocking paver block any shape or size conforming to IS 15658 of 60 mm thickness M-35 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.

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.

Brickwork with sub class 'B' bricks , straight or curved on plan not exc 6m mean raidus (except brick) built in cement mortar 1:6 , complete all as specified and directed by Engineer-in-Charge. Note: Servicable bricks retrived from serial item No 06 above shall be used after proper cleaning and washing of old bricks.

Demolition of bricks (laid flat or on edge) or brick tiles in floors, channels, kerbs, aprons, etc. (each layer), laid dry or laid dry and pointed, complete all as specified and directed by Engineer-in-Charge.

Bricks laid flat, using sub class ‘B’ bricks old size, and laid dry and pointed in cement mortar 1:3 as in flooring laid to herring-bone pattern or diagonally including necessary surface dressing in any type of soil complete all as specified and directed by Engineer-in-Charge.

Bricks laid on edge, using sub class ‘B’ bricks old size, and laid dry over and including 25mm thick sand cushioning and filling the joints upto full depth with fine sand as in flooring laid to herring-bone pattern or diagonally including necessary surface dressing in any type of soil complete all as specified and directed by Engineer-in-Charge.

Bricks laid on edge, using sub class ‘B’ bricks old size, (except brick) and laid dry over and including 25mm thick sand cushioning and filling the joints upto full depth with fine sand as in flooring laid to herring-bone pattern or diagonally including necessary surface dressing in any type of soil complete all as specified and directed by Engineer-in-Charge. Note: Servicable bricks retrived from serial item No 09 above shall be used after proper cleaning and washing of old bricks.

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

GURUJI ENTERPRISES

S.K BUILDERS AND ENGINEERS

CAPITAL CONTRACTOR AND SUPPLIER

M/S GODARA CONSTRUCTION CO.

RAM CHANDER CONTRACTOR

M/S VISHNU ENTERPRISES

M/S BUDHRAM BISHNOI

MSR INFRATECH

SRI SAI CONSTRUCTION COMPANY

M/S Shree Ram Enterprises

AK CONSTRUCTION