PROVISION OF PERIMETER ROAD CONNECTING GUARD POSTS WITH ALLIED INFRA AT 3 ASD UNDER GE (S) UDHAMPUR

Amount

Excavation over area not exc 1.5 m deep in any type of soil and getting out complete all as specified and directed.

Returning, filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.

Removing surplus soil to n exc 50 m and deposited where directed at a level not exceeding 1.50 m from the starting point complete all as specified and directed.

Cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation filling and mass concrete complete all as specified and directed.

Walling of random rubble stone masonry uncoursed well bonded, bedded and solidly hearted, built in cement mortar (1:6) including providing weep holes complete all as specified and directed. (if PCC bond stone shall be measured and paid separately).

Precast cement concrete 1:3:6 type C1 (using 20 mm graded crushed stone aggregate) set in cement mortar 1:6 as in bond stones of any thickness and size or shape complete all as specified and directed.

Plain cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in coping, benching including weathering slightly rounded or chamfered angles as directed including necessary form work and finishing the exposed surfaces complete all as specified and directed.

Hand packing (any thickness) of broken stone boulders at back of wall over arches etc and raising (or lowering) to the required level , complete all as specified and directed.

Raised pointing to random rubble walling uncoursed in CM (1:3) complete all as specified and directed.

PVC pipe 110 mm dia low density of pressure rating 10 Kg/Sqcm (in short lengths) fixed in walls as weep holes as in retaining wall complete all as specified and directed.

Extra over stone walling for hammer dressing to face stone and dressing of face beds and joints as specified of random rubble walling, uncoursed or brought up to course, hammer dressing with maximum depression on face from straight edge held against the dressed surface not exceeding 20 mm for granite or trap stone complete all as specified and directed.

Formwork to sides of concrete foundations footings, bases of columns, raft and raft beams , sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter. complete all as specified and directed.

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses etc vertical or to batter complete all as specified and directed.

TMT steel bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips. complete all as specified and directed.

Reinforced cement concrete (M-25 design mix) as in foundations including rafts, footings, foundation beams; plinth beams; bases for columns etc basement slabs under reamed piles and mass concrete. complete all as specified and directed.

Reinforced cement concrete (M-25 design mix) as as in walls, retaining walls, basement walls, ballast walls and the like any thickness; above top of footings including attached pilasters and buttresses complete all as specified and directed.

Boulder filing dry hand packed tightly as in wire crating apron bunds. complete all as specified and directed.

PVC pipe 75 mm dia low density of pressure rating 10 Kg/Sqcm (in short lengths) fixed in walls as weep holes as in retaining wall complete all as specified and directed. complete all as specified and directed.

Supplying and fixing for Preformed filler for expansion joints 25 mm thick complete all as specified and directed.

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 as specified and directed.

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 and n exc 3.0 m high from base. complete all as specified and directed.

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 3 m and n exc 4.5 m high from base. complete all as specified and directed.

4 mm dia galvanised steel wire 150 x 100 mm mesh made up into mattresses or cages, lapped wired and laid in position including closing after filling.complete all as specified and directed.

Rough excavation material n exc 1.50 m deep and getting out in any type of soil. complete all as specified and directed.

Removing surplus soil to n exc 50 m but n exc 250 m and deposited where directed at a level not exceeding 1.50 m from the starting point complete all as specified and directed.

Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in any type of soil. complete all as specified and directed.

Excavation in trenches n exc 1.50 m wide and not exceeding 1.50 m in depth and getting out in any type of soil all as specified. complete all as specified and directed.

Excavation in post holes (or similar holes) in soft/loose soil each n exc 0.5 cum getting out returning filing in and ramming earht or broken rubble mixed with earth around in layers not exc 25 cm over areas n exc 1.5 m deep and getting out in any type of soil. complete all as specified and directed.

100 mm thick (spread thickness) soling (or sub base) with broken boulders or quarried stones, interstices filled, surface formed and rolled consolidated and compacted with 8 to 12 tonnes power roller to required gradient and camber complete all as specified & directed.

Rolling and consolidating soling of broken boulders of quarried stone with 8 to 12 tonne power roller complete all as specified and directed.

M&L for plain cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregates) as in foundation, filing and mass concrete complete all as specified and as directed.

Cement concrete work in pavement/ hardstanding of flexural strength 40 kg /sqcm in field using 400 kg of cement /cum thickness of concrete 25 cm or less complete all as specified & directed.

Forming expansion joints to full depth of slab (250 mm thick) and filled with compressible rubber filler board and providing a dowel bars of Min dia 32 mm length 400 mm @ 300 c/c, plastic sheeting dowel cap filled with compressible material as per manufacturers recommendation complete all as shown on drawings and as specified & directed.

Forming contraction joints 10 mm wide x 150 mm deep primed and providing a dowel bars of Min dia 32 mm length 400 mm @ 300 c/c, 20 mm dia polythene rod and joint sealant as per manufacturers recommendation complete all as shown on drawings and as specified & directed.

CAT EYE ABS Materially standard size stud. The stud should be dynamically disigned so that it bear max load with pin Two highly reflective reflectors moulded in PMMA material fitted on the road. The reflectors welded with ABS base plate through ultrasonic welding process all as per manufacturers instruction and directed by Engr-in-charge. Make-Sun Eyes or equivalent.

Hand rails, half round or other stock section or core for wooden hand-rails straight portion, drilled or counter sunk for balusters, nosing to steps including embeding in concrete and screwing etc and similar work conforming to FE-290 Gde E-165. complete all as specified and directed.

Preparation of New or previously untreated surfaces of steel of any description over 10 cm in width or girth not other wise specified priming with red oxide zinc chromium primer and two coats of synthetic enamel paint all as specified & directed.

Spike rolling to surface or making impressions of expanded metal, whilst the concrete is green, complete all as specified and directed.

RCC Class NP2 one collar per length of pipe Bore of Pipe 600mm dia complete all as specified and directed.

M & L Brick work with sub class 'B' bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:3 complete all as specified and directed.

Brick work with subclass "B" brick, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4 and pointed flush in the same mortar as the work proceeds to hidden surfaces complete all as specified and directed.

Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished even & smooth without using extra cement mixed with water proofing compound as per manufacturers instructions complete all as specified and directed.

Rendering 15mm thick on brick work or concrete surface in cement mortar 1:3 finished even and smooth without using extra cement complete all as specified and directed.

RCC M-25 (Design Mix) (using 20mm graded crushed stone aggregate) as in foundation complete all as specified and directed. and shown on drawings. (Note:-Form work and reinforcement shall be measured and paid for separately).

RCC M-25 (Design Mix) (using 20mm graded crushed stone aggregate) as in slabs supported on walls complete all as specified and directed. and shown on drawings. (Note:-Form work and reinforcement shall be measured and paid for separately).

Use and waste of form work to edges of slab exceeding 20 cm wide and similar work, surface flat for fair finished surface of concrete complete all as specified and directed.

Use and waste of form work to soffits of suspended slab such as roof slab, floor slab, landing and similar work exceeding 200mm thick (surface horizontal or sloping), fair finished surface of concrete,complete all as specified and directed.

Hand packing of broken stone or boulders (any thickness) at back of walls over arches etc and raising (or lowering) to the required level. complete all as specified and directed.

Providing TMT steel bars 10mm dia and over, cut to length, bent to shape required including cranking, bending and binding with & including MS wire (annealed) not less than 0.9mm dia complete all as specified and directed.

Providing TMT steel bars 6mm to 8mm dia and over, cut to length, bent to shape required including cranking, bending and binding with & including MS wire (annealed) not less than 0.9mm dia complete all as specified and directed.

Forming 20mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ for 320 mm thick conc. Slab. complete all as specified and directed.

Polythene film 150micron laid in floors , complete all as specified and directed.

Sand filling under floors or in foundation , complete all as specified and directed.

Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth and getting out in soft and loose soil, complete all as specified and directed.

Plain Cement concrete 1:3:6 type C-2 using 40mm graded stone agg as in drains complete all as specified and directed.

Brick work with sub class ‘B’ bricks straight or curved on plan to any radius in half brick wall built in cement mortar 1:4 , complete all as specified and directed.

Rendering 15mm thick in CM 1:4 on brick masonry surfaces finished even and smooth without using extra cement complete all as specified and directed.

Excavation in trenches n.exc 1.5m wide and not exc 1.5m in depth and getting out in any type of soil. Complete complete all as specified and directed.

Exacavation in trenches in any type of soil n.exc 1.5m wide and depth exceeding 1.5m in depth and getting out for cable etc. complete all as specified and directed.

Supply and lay cable XLPE insulated screened PVC bedded, galvanized steel strip of wire armoured, electric, power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size 10 sqmm 2 core (For Guard rest room & Gate Lights.) complete all as specified and directed.

Relying /Reuse XLPE cable insulated screened PVC bedded, galvanized steel strip of wire armoured, electric, power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size 10 sqmm 2 core, complete all as specified and directed.

Dismantling of LT cable 10 sqmm 2 core from pipe,pole and building including with brick bats etc. complete all as specified and directed.

Sand cushioning to under ground cable, provided with 8 cms thick layer before laying the cable and 15 cms thick after laying and stretching the cable complete all as specified. complete all as specified and directed.

Sub class 'B' bricks, well burnt as in mechanical protection to cable, laid dry, flat with width equal to the length of brick complete all as specified and directed.

Reuse of old brick obtain from item No 63 , complete all as specified and directed.

Plain cement concrete 1:2:4 (type-B-I) (Using 20mm graded crushed stone aggregate) complete all as specified and directed.

Plain cement concrete 1:3:6 type C-2 as in foundation filling and mass concrete using 40 mm graded stone aggregate, complete all as specified and directed.

Suply & fixing steel tubular swaged poles complete with MS base plate 6mm thick of size 300mm x 300mm, finial taper plug, bolts, nuts washers and screws ( 09 metres long) type 410 SP-31, including drilling of holes or required size and nuts for fixing of cross arms, painting with a coat of red oxide zinc chrome primer and two coats of aluminium paint on exposed surfaces and two coats of back bituminous paint for portion embedded in concrete, painting five black/white bands at lower portion of pole each of 300 mm height at 300mm spacing, including fitting of esisting lightd complete all as specified and directed.

Stay assembly with stay rod of dia 20mm complete with accessories as shown in electrical plate No 1 (loop type insulator stay clamps excavation and concrete measured separately. complete all as specified and directed.

Galvanised stay strand size 7/4 mm , complete all as specified and directed.

Loop type, porcelain vitreous white brown or green insulator with overall size 65X90 mm with clearance dia of hole 16mm for 1100 volts grade. complete all as specified and directed.

Material and labour of ACSR conductor of required size for over head lines on poles including streching, tightining of poles insulator with winding wire of suitable size with insulator/streching of ACSR conductor all as specified and directed.

Cross arms, bracings, supports, clamps & back plates fabricated from structural steel sections incl nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts in any shape or size as indicated or directed and inclusive of one primer coat, one under coat and one finishing coat of paint complete all as specified and directed.

Shackle type,porcelain,vitreous,white,brown or green insulator of size 75x90 mm of working pressure 1100 volts including galvanised mild steel straps washers insulator bolts,washer and nuts complete all as specified and directed.

Earthing complete with galvanised steel earth plate electrode 600mmx600mmx6mm thick buried directed in ground (earth plate not less than 2.25m deep below normal ground level) with top edge of the plate not less than 1.5m below normal ground level) connected to and including galvanised strip 32x6mm by means of bolts, nuts, check nuts nuts, check nuts and washers of galvanised iron including PCC 1:2:4 in pit, angle iron 25x25x3mm frame work with precast RCC 1:2:4 cover reinforced with 8mm dia TMT bars @ 150mm C/C both ways and 12 mm dia MS fabricated handle, medium grade GI watering pipe 20mm bore with funnel, wire mesh and light grade GI protection pipe 40mm bore upto 5m length for drawing in earth lead wire, salt, charcoal, etc. Including excavation and earth work in any type of soil, removal of surplus spoil to a distance not exc. 50m complete all as shown in electrical plate No 3 of MES schedule 2009 (Pt-I) and connected to main control board all as specified including testing on completion. complete all as specified and directed.

Dismantling of Steel pole/struts any size with u clamp including light fittings , complete all as specified and directed.

Dismantling of insulator of any type and size , complete all as specified and directed.

Dismantling stay assembly complete all as specified and directed.

Dismantling of ACSR conductor of any type and size. complete all as specified and directed.

Steel tubing light grade galvanized 40mm bore with all fittings fixed complete to wall and ceilings or laid in floor including fixing clamps of suitable size etc. complete all as specified and directed.

Cradles,hexagonal/rectangular,fabricated with galvanised steel wire 4mm dia.complete all as specified and directed.

CREDIT SCHEDULE: Deduct credit schedule Part-II Rs 74820.00 (Minus) as listed in Schedule. Note: Tenderers will not quote against this item being a firm amount. Contract Sum will be worked out after deducting the credit schedule amount during acceptance of tender.

M/s Khajuria Construction Co.

M/S Inderjit Sharma and Co.

M/S VED PARKASH GUPTA

Onkar Nath Bhalla And Sons Contractor Pvt. Ltd.

Om Parkash Nargotra Constructions Pvt Ltd

M/S KAPIL KUMAR KHATTAR