REPAIR/MAINT OF BRICK DRAIN, PLASTERING, RCC COVER SLABS, NP2 PIPE LINE WORKS AND CONNECTED WORKS IN DOMESTIC AREA AT 33 FAD DAPPAR UNDER AGE (I) DAPPAR

Amount

BOQ (REPAIR AND MAINT OF BRICK DRAIN, PLASTERING , RCC COVER SLABS , NP2 PIPE LINE WORKS AND CONNECTED WORKS IN DOMESTIC AREA AT 33 FAD DAPPAR.)

Excavation in trenches in soft/loose soil not exc 1.5 mtr wide and not exc 1.5 m in depth for laying of cables and getting out of excavated material, complete all as specified and directed by Engineer-in-charge.

Returning filling in including spreading leveling, watering and well ramming in layer not exe. 25 cm in soft/ loose soil, complete all as specified and directed.

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

Taking down cement or cement lime plaster from brick wall etc including racking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.

Material and labour for rendering 15mm thick in cement mortar (1:4) on otherthan fair faces of Brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

Demolition of stone or brick masonry built in cement mortar including all quoins, arches etc. but excluding ashlar facing, dressed stone work etc, complete all as specified and directed.

Material and labour for brick work with sub class 'B' bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed by Engr-in-Charge.

Material and labour for brick work in using sub class 'B' old size bricks, laid flat on sloped sides of drains or in any other situation joint in CM 1:6 without any bedding surface and flush pointing in CM 1:3, complete all as specified and directed.

All as per Srl item No 7.00 here-in-before but except bricks, complete all specified and directed.

Demolition of cement concrete (unreinforced) in ground floor and paving not exceeding 15cm thickness below or above ground level of any description and in any position including removing rubbish material from building and thrown in low lying empty area outside of the MOD land, complete all as specified and as directed by Engineer-in-Charge

Material and labour for PCC (1:2:4) Type B0 using 12.5mm graded crushed stone aggregate as in coping, benching of surface channels and drainsetc and including weathering slightly rounded or chamfered angles and throating, complete all as specified and directed by Engineer-in-Charge.

Material and labour for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate ) in cement concrete in foundations, filling and mass concrete, complete all as specified and directed.

Demolition of reinforced cement concrete of any description in any position not otherwise specifically provided for (Reinforcement cut as required to facilitate demolition), complete all as specified and directed.

Material and labour for RCC 1:2:4 type B1 (using 20mm graded stone aggregate) slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, lintels, deck slabs and in shelves and the like, complete all as specified and directed.

Material and labour for mild steel TMT bars 10mm dia & over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)

Use and waste of formwork to soffits of suspended slabs such as cooking platform, shelves, landings and similar work; not exceeding 200mm thick (horizontal or sloping) flat in fair finished surfaces of concrete, complete all as specified and directed.

Use and waste of Formwork to edges of concrete flats, treads, breaks in floors,window cills, concrete railings,openings in concretewalls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontalor sloping and similarwork exc 5cm but not exc 10cm, complete all as specified and directed.

Demolition and breaking up 300mm bore drain pipes (salt glazed stone ware, AC or reinforced concrete) set in cement mortar, complete all as specified and directed by Engr-in-charge. Note :- Excavation work shall be measured & paid separately.

Demolition and breaking up 600mm bore drain pipes (salt glazed stone ware, AC or reinforced concrete) set in cement mortar, complete all as specified and directed by Engr-in-charge. Note :- Excavation work shall be measured & paid separately.

Material and labour for concrete bed PCC (1:3:6) type C-2 to drain pipes of 300 mm dia including packing under, and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed.

Material and labour for concrete bed PCC (1:3:6) type C-2 to drain pipes of 600 mm dia including packing under, and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed.

Material and labour for reinforced concrete pipes, class NP2, laid and jointed complete with collars, bore of pipe 300 mm, marked as ISI, complete all as specified and directed.

Material and labour for reinforced concrete pipes, class NP2, laid and jointed complete with collars, bore of pipe 600mm, marked as ISI, complete all as specified and directed.

Contract Amount shall be derived after affecting the amount of Schedule of Credit in General Summary on serial page No 18 of tender documents.

S M BUILDERS (BID ID -3363578)

Supreet Associates (BID ID -3360202)

Neelkanth Engineers (BID ID -3366071)

Puneet Sharma (BID ID -3360082)