PROVN OF SECURITY WALL AND ALLIED WORKS UNDER GE (S) UDHAMPUR

Amount

Rough excavation not exceeding 1.5m deep and getting out in any type of soil complete all as specified and as directed.

Rough excavation exceeding 1.5m deep and not exceeding 3m deep and getting out in any type of soil complete all as specified and as directed.

Excavation in trenches, not exceeding. 1.5m wide and not exceeding.1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding. 10 sq m on plan and not exceeding 1.5m in depth and getting out in any type of soil complete all as specified.

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

Excavation over area exceeding 1.5m and not exceeding 3.00m deep and getting out in any type of soil complete all as specified and directed.

Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and as directed.

Returning, filling in any type of soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm complete all as specified.

Removal of excavated material (soil) not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.

Removal of excavated material (soil) to a distance exceeding 50m but not exceeding 250m and deposited where directed at a level not exceeding 1.50m from the starting point, complete all as specified.

PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundations, 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. (if PCC bond stone used in lieu of stone bond stone, the same shall be measured and paid separately).

Precast cement concrete 1:3:6, type C-1 (using 20mm graded crushed stone aggregate) as in bond stones, set in cement mortar 1:6 complete with joints to match, complete all as specified and directed.

Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar (1:3) complete all as specified.

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 20mm for granite or trap stone, complete all as specified.

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

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

Demolition of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars etc., but excluding ashlars facings, dressed stonework complete all as specified.

Dismantling wrought iron or mild steel work of any description not otherwise described complete all as specified.

Dismantling posts or struts (wood, steel or RCC ) any section, embedded in concrete, brick work, masonry etc. including taking out embedded portion and making good disturbed ground complete all as specified.

Dismantling old barbed wire fencing any type complete all as specified.

PCC 1:5:10 type E-2 (using 40mm graded crushed stone aggregates) as in sub base, foundation, filling and mass concrete complete all as specified and directed.

Machine Pressed precast concrete interlocking paver block with grey cement and pigment, any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade, laying over and including 25mm thick sand cushion, watering and ramming (Compacted) and joints filled with sand 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 etc. for rough finished surfaces of concrete flat all as specified

RCC (M-25 design mix) using 20mm graded crushed stone aggregate 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.

RCC (M-25 design mix) using 20mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified.

Formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surfaces of concrete complete all as specified.

RCC (M-25 design mix) using 20mm graded crushed stone aggregate as in columns, pillars, piers, posts and struts including fixing pre formed filler boards in crumple joints, complete all as specified. (Note: Pre formed filler boards will be measured and paid separately)

TMT steel bars 10mm dia and over as in reinforcement for concrete, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooping end and binding with MS wire (annealed) not less than 0.9 mm dia, complete all as specified

All as per Srl item No 28 above but 5mm dia and over upto and including 10mm in stirrups, spacers and binders complete all as specified

Brick work with sub class 'B' bricks straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:6 complete all as specified.

Rendering 15mm thick in cement mortar 1:4 on fair faces of brick work finished even and smooth without using extra cement complete all as specified.

Rendering 15mm thick in cement mortar 1:4 on other than fair faces of brick work, finished even and smooth without using extra cement complete all as specified..

Forming V Grooves in plaster not exceeding 10mm deep and not exceeding 10mm on face complete all as specified.

Rendering 5mm thick in cement mortar 1:4 on concrete surface finished even and smooth without using extra cement complete all as specified.

Preparation of new plastered surfaces of walls and applying two coat of cement based paint in camouflage pattern over one a coat of primer complete all as specified and directed.

25mm thick, preformed filler board for expansion joints complete all as specified and as directed.

Mild steel work as in bands, straps, support or stays for rainwater, ventilating pipes including bolts, if required hooks (stay), heavy, for large gates, hook and pintle hinges, large hasp and staple, chains, hand made sliding bolts, clamps, hold fasts, wall ties hooks for hanging fans, plain angle cleats for securing purlins to wood trusses or rafters, knee piece inserts two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde E-165 complete all as specified and as directed.

Providing cement concrete 1:2:4 type B1 (using 20mm graded crushed stone aggregate) in roof kerbs or mud stops, rounded or chamfered on edges, in lintels upto 1.50m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railing upto 60cm in height, coping , kneelers, apex stones, bed plates, water troughs and the like including weathering slightly rounded or chamfered angles and throating including use of formwork as directed complete all as specified.

Preparing and treating small articles of wood and wood based materials, steel and iron work new or old such as stops, covers, gully gratings, holdfasts, ends of posts, backs of chowkats etc. area not exceeding 0.1Sqm each complete all as specified & directed.

Broken glass (of bottle or thick glass) coping, broken to approximately 63mm gauge embedded @ 10 Kg of glass per square metre on top of wall in and including 25mm thick layer of cement mortar (1:3) 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 rough finished surfaces of concrete flat complete all as specified and directed.

Formwork to sides and soffits of floor or roof beams, beam hunching, girders, bressumers, lintels, cantilevers, shelves including supports overhangs etc. also splays between floors and beams etc. for rough finished surfaces of concrete flat complete all as specified.

Reinforced cement concrete M-25 (Design Mix) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses and fixing pre formed filler boards in crumple joints, complete all as specified. (Note: Pre formed filler boards will be measured and paid separately)

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

Boulder filling dry, hand packed tightly, as in wire crating apron bunds (Wire crate measured separately) complete all as specified.

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30cm thick; watering, ramming/ rolling and finishing to required size, shape, etc., not exceeding 1.5m high from base complete all as specified and directed.

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30cm thick; watering, ramming/ rolling and finishing to required size, shape, etc., exceeding 1.5m and not exceeding 3.0m high from base complete all as specified and directed.

4mm dia galvanised steel wire, (150x100)mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling complete all as specified and directed.

Mild steel work as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.), hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed

Preparation of new steel surfaces over 10cm in width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed.

Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified & directed.

Concertina coil 600 mm dia, 56 loops, 2.5mm core wire, heavy galvanised (wire 275 gms per sqm and Strip 200 gms per sqm), tensile strength of wire 1400 - 1500 N/Sqmm, weight 6-8 Kg/coil, stretchable length 6m to 8 m including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified & directed.

10mm thick rendering on fair faces of brick work or concrete surfaces in cement mortar (1:4) finished even and smooth without using extra cement, complete all as specified & directed.

Mild steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing conforming to Fe 410-W (Gde-E-250) quality B complete all as specified

Deduction to be made from BOQ for Sch 'A' Part - II (Schedule of credit) Amount of Rs. 6,26,760.00 during AOC. Note: Tenderers shall not quote for this schedule.

SHIVAE CONSTRUCTION (BID ID -3134023)

M/S Inderjit Sharma and Co. (BID ID -3133435)

Mehar Enterprises (BID ID -3138615)

d d builders (BID ID -3133562)

Dee Ess Construction Co (BID ID -3139353)

R K BUILDERS (BID ID -3133677)

V K Sales and Construction Co (BID ID -3134057)