RECONSTRUCTION OF DAMAGED SECURITY WALL, RETAINING WALL AND ALLIED WORKS (UNDER PARA 35) AT CERTAIN LOCATIONS AT OLD MH UNDER GE (NORTH) UDHAMPUR.

Amount

Demolition of brick work / stone masonry, built in cement mortar and removal of rubbish from site, complete all as specified and directed.

Demolition of plain cement concrete of any description and in any position, not otherwise specifically provided for, complete all as specified and directed.

Demolition of reinforced cement concrete of any description and in any position, not otherwise specifically provided for, complete all as specified and directed.

Taking down cement plaster of any description on brick work or stone masonry or cement concrete walls including raking out joints, hacking for key, scrubbing down with water etc, complete all as specified and directed.

Dismantling of wrought iron / mild steel / steel works of any description and in any position, complete all as specified and directed.

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

M&L for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in foundation, filling in and mass concrete, complete all as specified and directed.

M&L for brick work with sub class 'B' bricks, straight or curved on plan exceeding 6 metre mean radius, with using old size bricks, built in cement mortar 1:4, complete all as specified and directed.

All as per serial item No. 8.00 here-in-above but except bricks. Note :- Serviceable bricks obtained from serial item No. 1.00 here-in-above shall be reused.

M&L for walling of random rubble stone masonry, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6, complete all as specified and directed.

All as per serial item No. 10.00 here-in-above but except stones. Note :- Serviceable stone obtained from serial item No. 1.00 here-in-above shall be reused.

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints as specified of random rubble walling, coursed, hammer dressing with maximum depression on face from straight edge held against the dressed surface not exc 40mm on lime/ sand stone, complete all as specified and directed.

M&L for raised pointing to random rubble, uncoursed or brought upto courses stone masonry in cement mortar 1:4, complete all as specified and directed.

Providing precast cement concrete 1:3:6 type C-1 (using 20mm graded crushed stone aggregates) as in bonders/ bond stone, set in cement mortar 1:6, complete all as specified and directed.

M&L for 15mm thick rendering in CM 1:4 on fair faces of brick work or cement concrete surface with using water proofing compound, finished the surface even and fair without using cement, complete all as specified and directed. Note :- Cost of WPC shall be deemed to include in the quoted rates.

M&L for 15mm thick rendering in CM 1:4 on other than fair faces of brick work or cement concrete surface with using water proofing compound, finished the surface even and fair without using cement, complete all as specified and directed. Note :- Cost of WPC shall be deemed to include in the quoted rates.

M&L for preparation of new plastered surfaces of walls or concrete surfaces or stone masonry surfaces and applying two coats of cement based paint, white or tinted over and including a coat of alkali resistant primer, complete all as specified and directed.

M&L for cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in copings, apex stones, bed plates including weathering, slightly rounded or chamfered angles and throating including necessary formwork, complete all as specified and directed.

M&L for RCC 1:1.5:3 (Nominal Mix) type A-0 (using 12.5mm graded crushed stone aggregates) as in foundation including rafts, footings, foundation beams, plinth beams, bases for columns and mass concrete, complete all as specified and directed.

M&L for RCC 1:1.5:3 (Nominal Mix) type A-0 (using 12.5mm graded crushed stone aggregates) as in columns, pillars, piers, posts and struts, complete all as specified and directed.

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

M&L for RCC 1:1.5:3 (Nominal Mix) type A-0 (using 12.5mm graded crushed stone aggregates) as in beams, lintel over 1.5 mtr span etc, complete all as specified and directed.

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

M&L for mild steel TMT bars 10mm 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 0.90mm dia or securing with clips, complete all as specified and directed.

M&L for mild steel TMT bars, 6-8mm 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 0.90mm dia or securing with clips, complete all as specified and directed.

Forming square grooves in plaster not exc 12mm deep and not exc 15mm on face, complete all as specified and directed.

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

Removing excavated material to a distance not exc 50 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point, complete all as specified and directed.

M&L for mild steel work such as angle iron post, flat iron in fencing including cutting as making double swan neck i.e "Y" shaped including welding with proper overlapping and welding MS plate with angle iron bottom as directed driling holes notching for wire etc., embedded in concrete, fixed vertically, conforming to Fe-290 Gde E-165, complete all as specified and directed.

M&L for mild steel framed work such as iron door, grills, gratings etc. with ends of bars shouldered and/or riveted or forged into spikes, framed guard bar; barred iron doors, ladders, framed balusters, railing and similar work, conforming to Fe 290 Gde-E-165, complete all as specified and directed.

S&F concertina coil punched type (including spike and handle) with 50/51 turns and dia 450/600mm, having a 2.6mm dia core wire of high carbon spring steel of high tensile strength. The punched tape and core wore are electrogalvanized to provide protection againist out door exposure. The puched tape is mechanically crimped ove the cover wire and then formed into a coil at avarious parts of the periphery of the coil steel clips connect the individual turns of the coil to each other so that it open up like an accordion. The weigh of each coil will be 9 Kgs (+/- 5%) without packing material and coil length wound with bituminious hession cloth of providing proctive coatings, complete all as specified and directed.

S&F in repair/ replacement of 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, complete all as specified and directed. Note :- Each line wire to be measured and paid.

Restraining, resecuring including making good 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, complete all as specified and directed. Note :- Each line wire to be measured and paid.

S&F 110mm bore PVC pipe (SWR) as in weep holes, complete all as specified and directed.

M&L for preparation of new steel/ iron surfaces of any description, over 10cm in width or girth and applying two coats of synthetic enameled paint over a coat of red oxide zinc chrome primer, complete all as specified and directed.

Notes :- (a) An amount of Rs. 75,079.00 on account of Credit Schedule for Schedule 'A' Part-II shall be deducted from total quoted amount of BOQ to arrive at the contract sum. (b) The subject work has been issued under Para 35 of DWP 2020, hence no extension of time for delay in completion of work shall be granted. The contractor's claims whatsoever shall not be entertained on this account. (c) The Work Order shall be placed immediately after acceptance of lowest tender and contractor shall have to submit Performance Security of appropriate value as per contract condition within 28 days of the date of the letter of Acceptance. If contractor fails to submit the same or fails to commence the work, requisite amount shall be recovered from the first RAR/ Final bill or contractor's dues besides other remedies available to the Govt under the terms of the contract.

MODI CONSTRCUTION COMPANY (BID ID -3496008)

HANS RAJ SHARMA (BID ID -3495916)

SHIVAE CONSTRUCTION (BID ID -3495773)

d d builders (BID ID -3496101)

vijay builders (BID ID -3495318)