SPL REPAIR TO SEWAGE LINE AT OTM BLDG NO. P-76/1 2 AND 3 P-45/1 2 AND 3 P-46/1 2 AND 3 P-59 AND P-60 AT MIL STN FAZILKA

Amount

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

Demolition and breaking up drain pipes of 150mm internal dia (Salt glazed ware, AC or Reinforced concrete) set in cement mortar

Demolition and breaking up drain pipes of 200mm internal dia (Salt glazed ware, AC or Reinforced concrete) set in cement mortar

M&L for PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in fdn of manholes etc complete all as specified and shown in drawings.

M&L for brick work sub class 'B'' bricks (old size) strainght or curved on plan exc 6 m mean radius built in cm (1:4) as in manholes etc complete al as specified.

M&L for PCC (1:2:4) type B-1 using 20 mm graded stone aggregate in bed plates, bends, coping, benching etc including slighting mouled or chamferred edges complete all as specified

M&L for precast cement concrete 1:2:4 tpe B-1 using 20 mm graded stone aggregate as in manholes cover set in CM 1:6 including necessary form work complete.

M&L for mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified.

M&L for MS work as in clamps steps supports hold fast wall pies rungs handles of manholes and other similar articles complete all as specified

Extra for forming fair finished to drain or channels up to 30 cm inner girth in cement concrete using extra cement including necessary forms/moulds etc complete all as specified

M&L for 15 mm thick rendering in CM 1:3 on brick or concrete surfaces mixed with water proofing compound as per manufacturer's instructions, surfaces finished even and smooth without using extra cement complete all as specified and as directed. Note : Water proofing compound shall be measured and paid seperately.

M&L for 15 mm thick rendering in CM 1:4 on surfaces other than fair face of brick work surfaces finished even and smooth without using extra cement complete all as specified and as directed.

Supply only water proofing compound

M&L for DWCPE (SN8) 180 (OD)/163(ID) mm pipe complete laid in trenches including earthwork, removal and returning filling and jointed including testing alongwith necessary jointing materials tees/union/socket/ etc complete laid on PCC bed 100 mm thick in 1:3:6 type C2 of avg depth 0.45 m to 1.65 m including packing under and haunching against the sides of pipe after they are laid and tested all as specified in IS 16098:2013 and as directed.

M&L for DWCPE (SN8) 200 (OD)/175(ID) mm pipe complete laid in trenches including earthwork, removal and returning filling and jointed including testing alongwith necessary jointing materials tees/union/socket/ etc complete laid on PCC bed 100 mm thick in 1:3:6 type C2 of avg depth above 1.65 m and upto 2.85 m including including packing under and haunching against the sides of pipe after they are laid and tested all as specified in IS 16098:2013 and as directed.

-ditto- as per item no. 15 above but depth above 2.85 m and upto 4.05 m

Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benches for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 150mm internal dia for pipe all as specified and directed by Engineer - in - Charge.

Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benches for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 200mm internal dia for pipe all as specified and directed by Engineer - in - Charge.

Dismantling stone slabs and tiles laid dry of any description or thickness in floors, aprons etc

M & L for 75mm thick cement concrete type D-2 (1:4:8) using 40mm graded stone aggregate as in sub floors, sub bases etc all as specified and directed by Engineer - in - Charge.

Laying of machine pressed precast concrete interlocking paver block (except tiles) confirming to IS 15658-2006 of 80mm thick M-40 grade including and over 25mm thick sand cushion complete all as specified. Note : Tiles obtained from dismantling shall be used for refixing.

SHARMA CONSTRUCTION COMPANY (BID ID -3227946)

G S CONSTRUCTIONS (BID ID -3230109)

PUNEET ENTERPRISES (BID ID -3234883)