REPAIR / CLEANING OF SEWAGE LINES, MANHOLES AND OTHER B/R WORKS IN OTM/MD ACCN OF OFFRS AREA OF BEG AND CENTER UNDER AGE B/R-II IN GE (CENTERAL) KHADKI.

Amount

Demolition and breaking up drain pipes (salt glazed ware / AC / RCC) drain pipes of 200mm dia set in cement mortar complete all as specified and as directed.

Demolition and breaking up drain pipes (salt glazed ware / AC / RCC) drain pipes of 300mm dia set in cement mortar complete all as specified and as directed.

Excavating in trenches n. exc. 1.5 m wide and n. exc. 1.5 m in depth for foundation etc or for manholes, laying pipes etc and getting out in hard / dense soil complete all as specified and as directed.

Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed (below or above GL) complete all as specified and as directed.

Demolition of precast concrete block walling built in cement mortar as in manhole including PCC coping complete all as specified and as directed.

Demolition of reinforced cement concrete manhole covers n. exc. 15cm thickness below or above round level complete all as specified and directed.

Taking down cement or cement lime plaster of any description at any position on brick or stone or PCC block walls, chajja etc including ranking out joints hacking for key scrubbing down with water etc complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for cement concrete 1:4:8 type D-2 using 40 mm graded coarse aggregate in bed to drain pipes of 200 mm bore including forming cradles complete all as specified and as directed.

Material and labour for cement concrete 1:4:8 type D-2 using 40 mm graded coarse aggregate in bed to drain pipes of 300 mm bore including forming cradles complete all as specified and as directed.

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

Material and labour for reinforced concrete pipes, 200 mm bore, Class NP-2, laid and jointed with collars complete all as specified and as directed.

Material and labour for reinforced concrete pipes, 300 mm bore, Class NP-2, laid and jointed with collars complete all as specified and as directed.

Material and labour for precast cement concrete block massonry with solid block exceeding 10cm in width and setting in CM (1:6) precast cement concrete (1:3:6) type C1 using 20mm graded stone aggregate complete all as specified and as directed.

Description all as per Item No 13 above except blocks complete all as specified and as directed.

Material and labour for PCC 1:2:4 Type B-1 using 20 mm graded coarse aggregate in coping including necessary formwork and benching in bottom of manholes drain, interlocking tiles drains/block, hold fasts etc complete all as specified and directed.

Material and labour for rendering 15 mm thick in cement mortar (1:4) on concrete block masonry surfaces mixed with water proofing compound as per manufacturer's instructions, finished even and smooth without using extra cement complete all as specified and as directed. NOTE :- Waterproofing compound will be measured and paid separately.

Supply only integral water proofing compound.

Material and labour for 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 directed.

Description all as per item No 18 above but for 57 cms inner girth of drain/ channel complete all as specified and directed.

Description all as per item No 18 above but for 74 cms inner girth of drain/ channel complete all as specified and directed.

Returning, filling in hard / dense soil spreading, levelling, watering and well ramming in layers n. exc. 25 cm. complete all as specified and as directed.

Removing excavated soil n. exc. 50m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and as directed.

Material and labour for precast cement concrete 1:2:4 type B-1 (using 20 mm graded coarse aggregate) in cover slab set in CM 1:6 complete all as specified and directed.

Material and labour for mild steel TMT bars 6 mm to 8 mm dia, cut to length, bend to shape required, including cranking, bending and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and as directed.

Demolition or dismantling of precast interlocking tiles/ paver blocks/ Chequered tiles of any description thickness and size complete all as specified and as directed.

Material and labour for sand filling under floors or foundations including watering and consolidation complete all as specified and as directed.

Material and labour for 75 mm thick PCC 1:4:8 type D2 in sub base complete all as specified and as directed.

Material and labour for providing 60 mm thick machine pressed precast concrete interlocking paver blocks of any shape and size conforming to IS-15658-2006,with grey cement and pigment, rubber moulded tiles M-35 Grade as in floors paving path etc. complete laid over sand cushioning complete all as specified and as directed.

Material and labour for Chequered cement concrete tiles rubber moulded 30cm X30cm X 25mm thick set, jointed and pointed in near cement slurry in floors, with grey cement and pigments over and including 15 mm thick screed bedding in CM 1:6 complete all as specified and directed.

Material and labour for precast cement concrete louvers and jallies, 35 mm thick (measured solid), including all mouldings using cement concrete type B0 1:2:4 (12.50 mm graded aggregate) set in cement mortar 1:4 complete all as specified including demolition of existing precast louvers complete all as specified and as directed.

Material and labour for 100mm thick PCC type D1 (1:4:8) using 20 mm graded stone aggregate as in floor finished fair, even and smooth without using extra cement including demolition of existing floor complete all as specified and as directed.

Material and labour for 40mm thick PCC type B1 (1:2:4) using 20 mm graded stone aggregate as in floor finished fair, even and smooth without using extra cement including demolition of existing floor complete all as specified and as directed.

Material and labour for 75 mm thick PCC 1:3:6 type C2 using 40mm graded stone aggregate laid in panels surface finish even and smooth without using extra cement as in plinth protection including providing necessary joints including demolition of existing plinth protection of any thickness complete all as specified and as directed.

Material and labour for removing the leaking outlet bends of 100 and 75mm and repairing leaking joints by PVC solvent or ordinary cement and closing the gap in outlet by cement sand mortar for making leakage free duct walls followed by Removal of weeds and vegetation on outlet side with hand tools only and injecting Monsanto’s herbicide to prevent the growth of new plants in future and finishing the nearby surfaces as existing. (Note: New changing of fittings, unserviceable pipes, bend, and nahani traps will be measured and paid separately)

Material and labour for preparation of old plasterd or unplastered surfaces of wall and applying a coat of cement base paint complete all as specified and directed.

MANIYA CONSTRUCTION CO

MAHESH DADAJI BACHHAV

J D Contruction

greenstone construction