REROUTING AND RENEWAL OF SEWAGE LINE IN MILITARY STATION DHRANGADHRA

Amount

Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5 m in depth for foundation of pole,laying of cables etc in hard and dense soil and getting out complete all as specified and directed.

Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5 m in depth n.exc 10 sqm on plan for foundation of pole, laying of cables etc in soft/disintegrated rock and getting out complete all as specified and directed.

Excavation in trenches exc. 1.5m wide and n exc. 3.00m in depth for foundation etc or for shaft, wells, cesspits, man holes etc and getting out in soft/disintegrated soil/rock respectively complete all as specified and directed.

Returning filling in, including spreading, leveling, watering and well ramming in layer not exc 25 cm with soil obtained from excavation complete all as specified and directed.

Returning filling in including spreading, leveling, watering and well ramming in layer not exc 25 cm in any type of soft/distengrated rock complete all as specified and directed.

Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed in Soft/ disintergrated rock

M&L PCC (1:3:6) C-2 using 40mm graded stone aggregate as in mass concrete as in foundation filling and mass concrete all as completed as directed.

M&L for cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as in surface channels and drains including complete all as specified and directed.

M&L, providing cement concrete1:2:4 type B1 using 20mm grades aggregate as in , coping ,benching, bressumers, steps, incl necessary form work complete all as specified and as directed.

M&L, precast cement concrete Block Masonary with solid blocks type C1, 1:3:6 (20mm graded stone aggregate) exc 10cm in width and setting in mortar 1:6 complete all as specified and directed.

Providing pre-cast Cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in landings, cover slabs (for manholes etc) and similar articles, set in CM (1:4) complete all as specified and directed.

Extra for forming fair finished drainor channel 30 CM inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped ends etc. complete all as specified and directed.

Add or deduct for each 25mm girth or part thereof over or under 30 cm as directed.

Supply only Integral waterproofing compound complete all as specified and directed.

M&L for TMT 6 to 8 mm dia bar, cut to length, bent to shape required, including cranking, bending, hooking ends, binding with and inlcuding mild steel wire (annealed) not less than steel wire 0.9mm dia or securing with clips and confirming to FE-410-S and 310-0) complete all as specified and directed.

M&L for 15mm thick rendering in cement mortar 1:3 on fair face of brick works or concrete surface mixed with water proofing compount @3% by weight of cement complete all as specified and directed. Note : WPC shall be measured and paid seperately.

M&L for 15mm thick rendering in cement mortar 1:4 on fair face of brick works or concrete surface mixed with water proofing compount @3% by weight of cement complete all as specified and directed. Note : WPC shall be measured and paid seperately.

M&L for cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in bed to drain pipes including packing under and hunching against the sides of pipe after they are laid and tested for 150mm bore of pipe complete all as specified and directed.

M&L for cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in bed to drain pipes including packing under and hunching against the sides of pipe after they are laid and tested for 200mm bore of pipe complete all as specified and directed.

M&L for cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in bed to drain pipes including packing under and hunching against the sides of pipe after they are laid and tested for 300mm bore of pipe complete all as specified and directed.

S&F, reinforced concrete pipes class NP-3 drain pipe with collar laid in trenches and jointed as specified of bore of pipe 150mm complete all as specified and directed.

S&F, reinforced concrete pipes class NP-3 drain pipe with collar laid in trenches and jointed as specified of bore of pipe 200mm complete all as specified and directed.

S&F, reinforced concrete pipes class NP-3 drain pipe with collar laid in trenches and jointed as specified of bore of pipe 300mm complete all as specified and directed.

Shivaang Enterprise (BID ID -3195806)

SAPPERS CONSTRUCTION (BID ID -3196945)

Prashiv Enterprise (BID ID -3196718)

Shree Krushna Supply Corporation (BID ID -3197540)