SPECIAL REPAIR TO STONE SETT ROADS FROM MAIN GATE TO BLDG NO P 20 TO P 19 AT PATIALA AND GATE NO 01 T0 GATE NO 02 AT NABHA UNDER GE SOUTH PATIALA

Amount

Dismantling Stone sett paving of any description or thickness complete all as specified and as directed by Enginer-in-charge .

Material and labour for surface dressing n exc 15 cm deep as insoft/loose soilcomplete all as specified and as directed by Enginer-in-charge .

Removing excavated material soil n. exc. 50m and depositing where directed at a level n exc. 1.5 m high above the starting point complete all as specified and as directed by Enginer-in-charge .

Material and labour for Rolling and consolidating formation surfaces in cuttings with 8 to 12 tonne power roller complete all as specified and as directed by Enginer-in-charge .

Material and labour for Hardcore of broken stone or boulder of gauge n exc. 63 mm, deposited,spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Enginer-in-charge .

Materail and labour for Cement concrete M-20 (Design mix) using 40mm garded stone aggregates as in sub base of floor finished fair and even including necessary use and waste of form work as required at site complete all as specified and as directed by Enginer-in-charge .

Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15cm thickness (above or below ground level) complete all as specified and as directed by Enginer-in-charge .

Material and labour for cement concrete M-25 (Design Mix) using 20mm garded stone aggregates as in base of floor/culvert slabs , finishing surface even and smooth including necessary use and waste of form workk required at site complete all as specified and directed.

Material and labour for Stone sett flooring (Basalt/trap) stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed; bedded over M-25 (Design Mix) or cement concrete Concrete over 20 mm thick cement screed in cement mortar 1:3, and joints grouted in cement mortar 1:2 with an admixture of metallic floor hardner@ 5% by weight of cement and struck flush complete all as specified and as directed by Enginer-in-charge.Note:- Channel formed in stone sett floor shall be girthed and included in floor/paved area

Material and labour for laying of stone sett flooring/edging of stone setts of any size/description/thickness etc obtained from dismentling bedded over M-25 (Design mix) concrete or cement concrete over , 20mm thick incement mortar 1:3 and joints grouted in cement mortar 1:2 with an admixture of mettalic floor harder@ 5% by weight of cement and struck flush complete all as specified and as directed by Enginer-in-charge . Note:M-25 (Design mix) concrete or cement concrete for sub-base shall be measured and paid separately.

Material and labour for edge stones to flooring with stone setts of size 250 to 300mm long x l50 to 200mm wide, and 450mm deep and side dressed bedded on 20mm thick screed bed in cement mortar 1:3, joints grouted in cement mortar 1:2 with an admixture of metallic floor hardner@ 5% by weight of cement and struck flush complete all as specified and as directed by Enginer-in-charge . Note: Only top length and width shall be measured for calculating the unit for the payment.

Demolition of brick work or stone/boulder masonary built in cement mortor including all quoins,arches,pillars etc complete all as specified.

Material and labour for Brick work with old size fly ash bricks of class designation 100, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.

Material and labour for rendering 15mm thick on brick work or concrete surfaces or in chajjas/parapet walls etc in cemet mortar 1:4 mixing liquid water proofing compound as per manufacturer's instructions finished even and fair without using extra cement complete all as specified and as directed by Enginer-in-charge .

Material and labour for preparation of plastered or unplastered surfaces lo walls/ RCC surfaces /soffits of chajjas/roof projections/cantilevers/balcony etc and applying two coat of cement base paint over a coat of primer complete all as specified and as directed by Enginer-in-charge .

Demolition of reinforced cement concrete in ground floors and pavings n.exc 15cm thickness( reinfocement cut as required to facilitate demolition) complete all as specified and as directed by Enginer-in-charge .

Material and labour for reinforcement cement concrete M-25 (Design Mix) (20mm graded stone aggregate ) for Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by Enginer-in-charge .

Material and labour for form work to soffits of suspended slabs such as roof slabs , shelves exc 200mm thick (Horizontal or sloping) for rough finished surface of concrete complete all as specified and as directed by Enginer-in-charge .

Material and labour for form work to edges of concrete slabs exc 10 cm but not exc 25 cm thick fo rough finished surface of concrete complete all as specified and as directed by Enginer-in-charge .

Material and labour 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 0.9mm dia or securing with clips complete all as specified and as directed by Enginer-in-charge .

Material and labour for 100mm thick cement concree 1:4:8 type D-2 using 40mm graded aggregate as in sub base, flooring , Hardstanding, paving etc complete all as specified and as directed by Enginer-in-charge.

Material and labour for 55 mm thick Cement concrete type B-1, 1:2:4 using 20mm graded stone aggregate as in floors, paving, hardstanding etc complete all as specified and as directed by Enginer-in-charge .

Supply only integral water proofing compound ISI marked.

Material and labour for 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 in cement mortar 1:3 including making joints with or without grooves (thickness of joint except at sharp curves shall not be more than 5mm) including making drainage opening where ever requiredcomplete all as specified and as directed by Enginer-in-charge .

R D Bansal (BID ID -3502657)

M/S RAJ KUMAR GUPTA (BID ID -3502137)

Arneja Builders (BID ID -3500897)