REPAIR TO RETAINING WALL, COMPOUND WALL, DRAIN, CULVERT AND CERTAIN PROTECTIVE WORK UNDER GE (SOUTH) UDHAMPUR

Amount

Demolition of brick work or stone masonry built in cement mortar including all quoins arches, pillars etc but excluding ashlar facing, dressed stone work and precast concrete articles, complete all as specified and directed by Engr-in-Charge

Taking down cement plaster, any description on brick or stone or cement concrete walls including raking out joints, hacking for key, removing all type of vegetation (like peeple tree etc) scrubbing down with water complete, all as specified and as directed by Engr-in-Charge.

Demolition of Cement Concrete (unreinforced) of any description and in any position not otherwise specifically provided for, complete all as specified and as directed by Engr-in-Charge.

Demolition of Reinforced Cement Concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for, complete all as specified and as directed by Engr-in-Charge.

Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted , built in cement mortar 1:6 complete all as specified and as directed.

Description all as per description of serial item No 5 here in before but except stone.

Brick work with old size sub class 'B' bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:6, complete all as specified and as directed by Engr-in-Charge.

Description all as per item No 07 above but except brick.

Brick work with old size sub class 'B' bricks, straight or curved on plan exc 6 m mean radius in half brick thick built in cement mortar 1:4, complete all as specified and as directed by Engr-in-Charge.

Providing, pre-cast cement concrete 1:3:6 type C-I (20mm graded) as in bond stones and in similar works bedded and jointed in cement morter 1:6, complete all as specified and as directed by Engr-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 of granite or trap stone etc. and hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc. 20mm complete all as specified and as directed by Engr-in-Charge.

110mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, as in weep hole, complete all as specified and as directed by Engr-in- Charge.

15 mm thick rendering in two layer (10mm + 5mm) on fair faces of brick /concrete on wall including facia chhajja etc.surfaces in cement mortar 1:4 and finished even and smooth without using extra cement including mixing Liquid water proofing compund in the proportion as mentioned in manufacturer's instructions complete all as specified and as directed by Engr-in-Charge. Note : Water proofing compund to be measured and paid for separately as supply only.

Preparing newly plastered or unplastered surfaces of wall and applying two coats of cement base paint, complete all as specified and as directed by Engr-in-Charge.

Preparing of old decorated surfaces of wall, chajjas, etc. by brooming down or steel wire brushing, scrapping down smoke soots, moulds, efflorescence salt, treading oil, greasy spots or washing rubbing down and applying one coat of cement base paint on wall surfaces, complete all as specified and as directed by Engr-in-Charge.

RCC 1:2:4 (Nominal mix), using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beam; plinth beams; bases of columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed by Engr-in-Charge. Note: Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement.

RCC 1:2:4 (Nominal mix), using 20 mm graded crushed stone aggregate as in columns, pillars, piers, posts and struts, complete all as specified and as directed by Engr-in-Charge. Note: Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement.

RCC 1:2:4 (Nominal mix), using 20 mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and as directed by Engr-in-Charge. Note: Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement.

RCC M-25 (Design mix), (using 20 mm graded crushed stone aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and as directed by Engr-in-Charge. Note: Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement.

Pre-cast RCC cement concrete 1:2:4 type B-I (20mm graded) as in manhole cover slab and in similar works bedded and jointed in cement morter 1:4, including necessary form work, complete all as specified and as directed by Engr-in-Charge.

RCC 1:2:4 (Nominal mix), (using 20 mm graded crushed stone aggregate) as 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 as directed by Engr-in-Charge.

Supply only liquid water proofing compound, complete all as specified & directed by Engr-in-Charge.

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

TMT mild steel bars, 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders and binding with and includingMS wire (annealed not less than 0.9mm dia) , complete all as specified and as directed by Engr-in-Charge.

Providing precast cement concrete 1:2:4 type B-0 (using 12.5mm graded crushed stone aggregates) louvres and jallies, 50mm thick (measured solid) , including all mouldings but excluding frame Set in cement mortar 1:4, including necessary form work, complete all as specified.

Raking out joints/ pointing to random or polygonal rubble stone Masonry, uncoursed or brought upto courses, on edge etc complete all as specified and as directed by Engr-in-Charge.

Raised pointing to random or polygonal rubble, uncoursed or brought upto courses stone masonry in Cement Mortar 1:4 complete all as specified and as directed by Engr-in-Charge.

Dismantling cast iron pipe & reinforced concrete drain pipes, jointed in cement mortar of any dia taking out from trenches or fixed to wall upto 600mm complete all as specified and as directed by Engr-in-Charge.

Dismantling cast iron pipe & reinforced concrete drain pipes, jointed in cement mortar of any dia taking out from trenches or fixed to wall upto 450mm complete all as specified and as directed by Engr-in-Charge.

Reinforced concrete pipes 600mm bore ,class NP3,laid and jointed complete with coller complete all as specified and as directed by Engr-in-Charge.

Reinforced concrete pipes 450mm bore ,class NP3,laid and jointed complete with coller complete all as specified and as directed by Engr-in-Charge.

Plain cement concrete 1:4:8 type D-2 (using 40mm graded aggregate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 600mm bore pipes complete all as specified and as directed by Engr-in-Charge.

Plain cement concrete 1:4:8 type D-2 (using 40mm graded aggregate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 450mm bore pipes complete all as specified and as directed by Engr-in-Charge.

Brick work with old size sub class 'B' bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4, complete all as specified and as directed by Engr-in-Charge.

Plain cement concrete 1:3:6 type C-1 (using 20mm graded crushed stone aggregates) as in surface channels and drains, including necessary form work, complete all as specified and as directed by Engr-in-charge.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and as directed by Engr-in-Charge.

Extra for forming fair finished drain or channel 45 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and as directed by Engr-in-Charge.

Cleaning storm water drains by removing mud, grass etc and sweeping the side and bottom of the drain including disposed off, complete all as specified and as directed by Engr-in-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engr-in-Charge.

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.) 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 by Engr-in-Charge.

Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n.exc 50m and making good surface as in any type of soil, complete all as specified and as directed by Engr-in-Charge.

Dismantling fencing wire mesh, any type, complete all as specified and as directed by Engr-in-Charge.

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

Description all as per item No 43 above but except barbed wire (retraining resecuring including making good staples etc.)

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

Supply only chain link fencing of 3mm dia galvanised mild steel wire, 50 x 50mm mesh size, rails, straining bolts, etc. including provission of binding wire complete all as specified and as directed by Engr-in-Charge.

Fixing only chain link fencing wt 3.50 to 4 kg per sqm including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire, complete all as specified and as directed by Engr-in-Charge.

Punched tape concertina coil (including spike and handle) with 50 turns and 600mm dia,width of barbed 9mm and spacing of clips 23.5 mm to 24.5mm c/c weight of coil will be 10 to 14 kg without packing and coil length will be 6m when opened up etc, complete all as specified and as directed by Engr-in-Charge.

Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, not exc 5 cm long, dia of neck 11 to 15 mm, complete all as specified and as directed by Engr-in-Charge.

Preparation of new steel and iron surfaces exceeding 10 cms width or girth and applying two coats of synthetic enamel paint over a coat of red oxide/zink chrome primer complete, complete all as specified and as directed by Engr-in-Charge.

100mm thick Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in sub base to floors and the like, complete all as specified and as directed by Engr-in-Charge.

Glossy finished colour Chequered cement concrete tiles of imported pigment (300mmX300mmX 22-25mm) thick, set, jointed and pointed in neat cement slurry and pointed with cement mixed with pigment, laid including and over 20 mm thick screed bed or bedding layer of cement mortar 1:4 including for laying floor finishing, complete all as specified and as directed by Engr-in-Charge.

75 mm thick plain cement concrete (1:4:8) type D2 (using 40mm graded crushed stone aggregate) as in foudation, filling, sub base and mass concrete all as specified.

Sand cushioning under floors including watering and consolidation complete all as specified and as directed.

Factory made, Machine pressed / vibro mechanically floated coloured interlocking cement paver block ISI marked, any shape and size conforming to IS 15658-2006 of 60mm thickness, M-.35 Grade, with topping of cement with imported pigment. Shape shall be approved by Engr-in-Charge.

Plain cement concrete 1:2:4, type B-0 (using 12.50 mm graded crushed stone aggregates) as in steps, seismic and other similar bands, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, cills, lintels upto 1.50 metre clear span, copings etc. and in similar works including weathering, slightly rounded or chamfered angles and throating and necessary form works, all as specified and directed by Engr-in-Charge.

Mild steel framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted or forged into spikes, framed guard bar, barred iron doors; ladder, framed balusters; railing; frame work for water tanks, cooler stand etc and similar work conforming to FE 290-0 or Gde-E-165, complete all as specified and directed by Engr-in-Charge.

Use and waste of form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and imilar work; vertical or to batter etc to obtain rough flat finished surface of concrete complete all as specified and as directed.

Use and waste of form work Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batteretc to obtain rough flat finished surface of concrete complete all as specified and as directed.

Use and waste of form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) etc to obtain rough flat finished surface of concrete complete all as specified and as directed.

Use and waste of form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. to obtain rough flat finished surface of concrete complete all as specified and as directed.

Use and waste of form work to sides of pillars, posts, struts, piers, columns and stanchions to obtain rough flat finished surface of concrete complete all as specified and as directed.

vmd traders

joginder singh and sons

KALSOTRA CONSTRUCTION CO

M/S ASHOK KUMAR PACHIALA

RAMAN CONSTRUCTION CO

M/S SHREE RAM DUBEY AND SONS

M/s JAMWAL BUILDERS

RAMAN KUMAR

sohtra and co

R K BUILDERS