PROVISION OF TRAVERSE AROUND AMN LAB AT ASD PATHANKOT UNDER GE (SOUTH) PATHANKOT

Amount

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

Excavation over area by mechanical means (hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, complete all specified and directed by Engineer-in-charge

Excavation over area by mechanical means (hydraulic excavator) means over areas (exceeding 1.5 m in depth, 1.5m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50m, complete all specified and directed by Engineer-in-charge

Excavating in trenches, n exc 1.5m wide & n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. by mechanical means n exc 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m, complete all specified and directed by Engineer-in-charge

Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm in soft/loose soil, complete all specified and directed by Engineer-in-charge

Removing excavated soil n exc. 50m & depositing where directed at a level n exc. 1.5 m above the starting point, complete all specified and directed by Engineer-in-charge

M&L for cement concrete in surface channels and drains using type B-1 of 1:2:4 ( 20 mm graded aggregate), complete all specified and directed by Engineer-in-charge

M&L PCC in foundations, filling and mass-concrete type C2 (1:3:6) using 40 mm graded stone, complete all specified and directed by Engineer-in-charge aggregate, complete all specified and directed by Engineer-in-charge

M&L RCC M-25 design mix using 20 mm graded aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete, complete all specified and directed by Engineer-in-charge.

M&L RCC M-25 design mix using 20 mm graded aggregate in Walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, complete all specified and directed by Engineer-in-charge.

M&L for forming embankments including raising (or lowering) earth spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape,etc., n exc. 1.5 m high from base, complete all specified and directed by Engineer-in-charge Note : Rates include cost of earth/soil to be brought from outside the defence land.

M&L for forming embankments including raising (or lowering) earth spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape,etc., exc. 1.5 m high but n.exc 3.0m from base, complete all specified and directed by Engineer-in-charge Note : Rates include cost of earth/soil to be brought from outside the defence land.

M&L for forming embankments including raising (or lowering) earth spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape,etc., exc. 3.00 m high but n.exc 4.5m from base, complete all specified and directed by Engineer-in-charge Note : Rates include cost of earth/soil to be brought from outside the defence land.

Formwork to sides of concrete foundations, footings, bases of columns, raft & raft beams, sides & soffits of foundation & plinth beams; and similar work; verticle or to batter fair finished surfaces of concrete flat , complete all specified and directed by Engineer-in-charge

Formwork to faces of walls, retaining walls, abutments, parapets & staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better fair finished surfaces of concrete flat, complete all specified and directed by Engineer-in-charge

M&L Mild steel TMT bars 10 mm dia & over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality, complete all specified and directed by Engineer-in-charge

M&L Mild steel TMT bars 6 to 8 mm dia & over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality, complete all specified and directed by Engineer-in-charge

Wire netting of stainless steel wire 1.4mm dia and mesh size 12 mm fixed with tinned tacks of stainless steel wire staples complete all specified and directed by Engineer-in-charge

M&L brocken stone or boulders used as a dry hand packing tightly (any thickness) at back of walls over arches etc and raising (or lowering) to the required level, complete all specified and directed by Engineer-in-charge

S&F PVC (SWR) pipes 110mm bore single socketed in any length with rubber ring joints fixed to walls, complete all specified and directed by Engineer-in-charge

Preparing surfaces plastered or unplastered new surfaces of wall applying a coat of alkali resistant priming paint over two coats of cement base paint, white or tinted on wall surfaces complete all specified and directed by Engineer-in-charge

M&L for PCC 1:5:10, type E-2 using 40mm graded aggregates as in foundation filling and mass concrete, complete all specified and directed by Engineer-in-charge

M&L for Stone Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6, complete all specified and directed by Engineer-in-charge

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, hammer dressing with maximum depression on face from straight edge held against the dressed surface n.exc 40mm on lime/sand stone, complete all specified and directed by Engineer-in-charge

M&L for Raised pointing to random or polygonal rubble, un coursed or brought upto courses using cement mortar 1:4 , complete all specified and directed by Engineer-in-charge

M&L for PCC 1:2:4, type B-1 using 20mm graded stone aggregates as in coping, complete all specified and directed by Engineer-in-charge

M&L for Providing Precast cement concrete bond stone using in stone masonry wall using 1:3:6, type C-1 set in cement mortar 1:4 , complete all specified and directed by Engineer-in-charge

Rolling and consolidation formation surface in cutting using Power rollar exc 8 tonne and n exc 12 tonne, complete all specified and directed by Engineer-in-charge

M&L for Soling ( or sub base) 150mm thick (spread thickness) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber, complete all specified and directed by Engineer-in-charge

M&L for 150mm thick (Compacted thickness) (laid in two layered) WBM, with coarse agg of Granite trap or basalt stone of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required, complete all specified and directed by Engineer-in-charge

Preparing Unsurfaced water bound macadum surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunney bags to remove all loose dirt etc, complete all specified and directed by Engineer-in-charge

Applying evenly a priming Tack coat with bitumenous primer at 10 Kg per 10 Sqm of Paving Bitumen, complete all specified and directed by Engineer-in-charge

M&L for Bituminious premixed asphaltic semi dense concrete 40 mm thick consolidated thickness using crushed stone aggregate mixed with binder content not less than 5.5% by weight of total mix by using self propelled mechanical paver, rolled and compacted to required camber and gradient with 8 to 10 tonne capacity power roller including preparation of bitumen carpet in digital computarized weigh batch hot mix plant complete all as specified. Note : Contractor shall quote his rates by considering binder content as 5.5% of the total mix by weight. However in case of any variation in the weight of binder as per actual mix design, the same shall be adjusted @ Rs 40 per Kg, complete all specified and directed by Engineer-in-charge

Contineous Brick edging with old size bricks with width equal to width of brick, laid dry on edge vertically, complete all specified and directed by Engineer-in-charge

Brickwork with subclass `B' bricks, straight or curved on plan exc 6m mean radius, built in CM (1:4), complete all specified and directed by Engineer-in-charge

M&L for Brick work with subclass 'B' bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6 complete all specified and directed by Engineer-in-charge

M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces rendering is to be finished even and smooth (without using extra cement) using cement plaster 1:6 complete all specified and directed by Engineer-in-charge

M&L Rendering 15mm thick on fair faces of brick work or concrete surfaces in CM (1:4) finished even & smooth (without using extra cement), complete all specified and directed by Engineer-in-charge

M&L fo RCC pipe 450 mm dia NP-3 with one collar per length, complete all specified and directed by Engineer-in-charge

M&L for providing precast cover slab for drain cover, Manholes coveretc using type B-1, 1:2:4 (20 mm graded aggregate) set in cement mortar 1:6 , complete all specified and directed by Engineer-in-charge

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms moulds mitered/stopped ends, complete all specified and directed by Engineer-in-charge

Faith Builders

M/S Satpal and co.

TRIVENI CONSTRUCTIONS