CERTAIN REPAIRS TO SECURITY FENCING DRAINAGE AND MISC WORKS IN NAUSHERA GARRISON UNDER AGE BR DETT A OF GE 862 EWS

Amount

Demolition of brick or stone masonary wall built in cement mortar incl all necessary arches pillars quions etc,complete all as specified and directed.

Demolition of cement concrete nexc 15cm in thickness below or above grond level, complete all as specified and directed.

Demolition cement concrete below or above ground level exc 15 cm thickness (unreinforced ) all as specified, complete all as specified and directed.

Demolition of reinforced cement concrete work of any description not specifically provided incl cutting down reinforcement, complete all as specified.

Dismantling of stone slabs and tiles of any description or thickness in floors, Aprons laid dry or laid dry and pointed and refixing the same after providing sand cusioning (as per site requirement), complete all as specified and directed. Note-Dismantled tiles shall be refixed only after the sand cushioning is provided , wherever there is undulations then refixing shall be done in patches, complete all as specified and directed.

Dismantling of reinforced concrete drain pipes , jointed in cement mortar and taking out of trenches if reqd incl excavation of overlain earth work of any dia above 300mm, complete all as specified and directed.

Dismantling of fencing wire mesh any type in any position, complete all as specified and directed.

Dismantling of Post or Struts (Wood /steel or RCC) any section incl taking out embedded portion & making good disturbed ground, complete all as specified and directed.

Dismantling of wrought iron or mild steel of any description not otherswise provide for, etc complete all as specified and as directed.

Dismantling of barbed wire fencing of any description, complete all as specified and directed.

Taking down cement plaster on brick or conc surfaces including racking out joints hacking for key, scrubbing down with water etc, complete all as specified and directed.

Raking out joints /pointing to random rubble stone masonry built in cement mortar, complete all as specified and directed.

Excavation in post holes (or similar holes) each n exc 0.5 Cum getting out, returning filling in and ramming earth or broken rubble mixed with earh around in layer n exc 25cm watering & removing surplus soil to a distance n exc 50m & making good surface in soft/loose soil, complete all as speciified and directed.

Removal of excavated soil to a distance nexc 50m and spreading along road side berms, complete all as specified and directed.

Returning filling and ramming in layers n.exc 25cm deep as in soil 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 in cement mortar 1:4, complete all as specified and directed.

All as per item No 16.00 here-in-before, but except bricks, complete all as specified and directed.

M & L for stone walling of random rubble, uncoursed, wall bounded, bedded and solidly hearted, built in Cement Morter 1:6, complete all as specified and directed.

All as per item No 18.00 here-in-before, but except stone, complete all as specified and directed.

M&L for PCC 1:3:6 type C-1 (20mm graded crushed stone Agg as in bond stone in stone walling set in CM 1:6, 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 upto courses, hammer dressing with maximum depression on face from straight edge held against the dressed surface on sand stone n.exc 40mm for lime or sand stone, complete all as specified and directed.

M&L for 15 mm thick rendering on fair faces of brick ,finished even and smooth w/o using extra cement in CM 1:4, complete all as specified and directed.

M&L for 20 mm thick rendering on other than fair faces & faces of stone ,finished even and smooth w/o using extra cement CM 1:4, complete all as specified and directed.

M & L for raised pointing to random or polygonal rubble stone masonry, uncoursed or brought upto courses in Cement Morter 1:3, complete all as specified and directed.

M & L for providing plain cement concrete type B-1, 1:2:4, (using 20 mm graded stone aggregate), as in copings, benching at sides of paver blocks and chequered tiles, bed block for embedding hold fasts, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required, complete all as specified and directed.

M&L for RCC M-25 Design Mix (20 mm graded stone aggregate) for foundations , including raft , footings , foundations beams , plinth beam , bases for columns etc, complete all as specified and directed.

M&L for M-25 Design Mix (20 mm graded stone aggregate) for columns pillars, piers, posts and struts complete all as specified and directed.

M&L for RCC M-25 Design Mix using 20 mm graded cushed stone agg as in beams, cantilevers ,bands , lintels and the like incl form work, complete all as specified and directed.

Use and Waste for formwork to sides and soffits of floor or roof beams ,beam haunching, lintel, cantilever etc complete all as specified and directed.

Use and Waste for formwork of concrete foundation, footings , bases of coloumns , raft and rafts beams , sides soffits (if any) foundation and plinth beams and similar works for ruough finished of flate concrete surface. etc complete all as specified.

Use and Waste for formwork to sides of pillers, posts, struts, piers, coloumns, fair finished of surface concrete, square/ rectangur etc complete all as specified and directed

M&L for TMT steel bars 10mm dia and over cut to length bent to shape reqd incl cranking bending spirally for hooping for columns hooking ends and binding with m.s wire annealed not less than 0.9mm dia, complete all as specified and directed.

M&L for TMT steel bars 6-8mm dia and over cut to length bent to shape reqd incl cranking bending spirally for hooping for columns hooking ends and binding with m.s wire annealed not less than 0.9mm dia, complete all as specified and directed.

S&F Mild steel work in framed work such as in doors or gates grills, gratings,framed guard bars,ladders etc with ends of bars shouldered and/or riveted or forged into spikes and similar work confirming to Fe-410-O as in framed and hung gates including pintle hinges,stops,hand made sliding bolts etc and similar work confirming to Fe-410-W complete all as specified and directed.

S&F angle iron section as in posts struts incl cutting tops to shape reqd as directed ,drilled holes,notching for wire etc, complete all as specified and directed.

M&L providing cement concrete type C-2 1:3:6 (40 mm graded stone agg) for fixing of angle iron posts, complete all as specified and directed.

Supply only Chain link MS galvenised fencing any size and type all as specified and directed .Note- Size of mesh is as decided by GE and weight of mesh shall be decided by board of officers.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed.

S&F in Galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing any type of standard rails straining bolts incl securing or tying at crossing with and provn of Galvanised MS wire, staples or steel pins, as directed (each line wire to be measured), complete all as specified and directed.

Fixing only barbed wire obtained from dismantling, complete all as specified and directed.

S&F mild steel bars 10 mm dia and over cut to length bent to shape required incl binding with MS anealed wire not less than 0.9mm dia or securing clips with fencing wire mesh, complete all as specified and directed.

S&F in repair Punched tape concertina coil 600 dia maximum stretch upto 15 meter or any other coil size of any type of standards,rails etc including provision of mild steel(annealed) binding wire, complete all as specified and directed.

S&F MS flat iron 40x6 to secure chain link fencing all as specified and directed conforming to Fe 410-(Gde-E-250) quality, complete all as specified and directed.

M&L for mild steel bolts purpose made with hexagonal or square head one end each screwed other end to be fitted with washers and one hexagonal or square nut. Dia exc 5 to 10 mm dia and nexc 5 cm long, complete all as specified and directed.

M&L for PCC type B1(1:2:4) using 20 mm graded cushed stone agg as in surface channels and drain beds, complete all as specified and directed.

M&L for Reinforced concrete pipe 300mm bore,class NP-2 laid and jointed complete with collars, complete all as specified and directed.

M&L for concrete bed to drain pipes 300mm bore type 1:3:6 C-2 including paking under,and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed.

S&F for 110mm bore PVC (SWR) pipe single socketed cut to size reqd including cutting of PCC / brick work etc, complete all as specified and directed.

M&L 75mm thick PCC (1:4:8) type D-2 using 40mm stone coarse aggregate as in sub base of flooring and path, etc, complete all as specified and directed.

M&L for 25 mm thick sand filling under floors or in foundation including watering and consolidation for laying inter locking tiles, complete all as specified and directed.

M&L for Machine pressed precast concrete interlocking paver block of any shape and size as approved by GE, ISI marked (IS:15658-2006) 80mm thick, M-40 grade , in paths and hardstanding,with colored cement laid tightly over and joints filled with dry sand complete all as specified and directed. Note- Make and shade (zigzag,dumbell and fan pattern tiles) as approved by GE and no extra cost shall be claimed by contractor and sand cushioning shall be measured and paid separately

Refixing of Machine pressed precast concrete interlocking paver block of any shape and size in path and hardstanding, complete all as specified and directed. Note- Dismantled tiles obtained from Item No.05 here-in-before shall be reused. No extra cost shall be claimed by contractor and sand cushioning measured and paid separetely.

M&L for 15mm thick screed bed in CM 1:6 for laying chequered tile, complete all as specified and directed.

M&L for chequered cement concrete tiles 300x300x25mm thick set and jointed in neat cement slurry in path over complete all as specified and directed.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required, complete all as specified and directed. Note : Size of kerb stone to be approved by GE.

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

S&F for polythene film 150 micorn thick laid over and including a coat of bitumen primer @0.30 to .50Kg/Sqmtr, complete all as specified and directed.

M&L for Cement Concrete work (PQC) in pavement / hardstanding of flextural strength 40 kg/per square centimeter in field using 400 kg of cement per cubic meter ,thickness of concrete 25 cm or less incl all neccessary formwork, complete all as specified and directed Note : The concreting shall be allowed only with Batching plant of self loading Concrete mixer and contractor shall not claim extra money for use of Vibrator).

Forming 12mm thick Expansion joints filled with pre-formed bituminious filler and top 30mm primed and sealed with sealing compound Grade ‘A’, thickness of concrete slab 250mm including providing 20 mm dia mild steel dowel bars 50cm long (25cm in each slab) with ferrules, spaced at 300 mm centres, including boring form work and preformed filler for dowels, complete all as specified & directed.

M&L for Forming contraction(dummy) joints 65x10mm wide,filled with sealing compound for grade A, complete all as specified and directed.

Finishing surfaces of conrcete pavement by brooming, complete all as specified and directed.

M&L for shingle filling as in floors and pavings / road side nexc 15 cm thick spread in layers nexc 15 cm thick spread levelled and blinded with earth and rammed including watering, complete all as specified and directed.

M&L for two coats cement base paint on newly plastered surfaces including preparation of surfaces, complete all as specified and directed.

M&L for two coats cement base paint multi colour pattern on old plastered surfaces including preparation of surfaces, complete all as specified and directed.

M & L for preparing old surfaces of wall and applying one coat of cement base paint, complete all as specified and as directed.

M&L for two coats of synthetic enamel paint on new steel surfaces or previously untrested steel including preparation over a coat of red oxide Zinc chrome primer, complete all as specified and directed.

Material and labour for preparation of Old plastered surfaces of wall and applying one coat of exterior emulsion paint as manufactures by APEX ultima from ASIAN paints/luxury from Burger paints,excel from nerolac or equivalent complete all as specified and as directed.

M/S IMRAN MAJID (BID ID -3392599)

M/S Darshan Kumar (BID ID -3392351)

BAKSHI DEVI DASS AND SONS (BID ID -3400278)

NATIONAL TRADING COMPANY (BID ID -3392707)

M/S SURINDER PAL (BID ID -3400220)

M/S BADRI NATH GUPTA (BID ID -3392167)

M/S Narinder Pal Choudhary (BID ID -3399663)

RAJINDER CHOUDHARY (BID ID -3395762)