Cleaning Repair of sewage line manhole septic tank and soakage wells pits at Dhar Road under GE Army Dhar Road

Amount

Dismantling of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stone-work and precast concrete articles complete all as specified.

Demolition of Concrete of any description and in any position not otherwise specifically provided for.

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

Excavation in trenches, in any type of soil not exceeding 1.50 metre wide and not exceeding 1.50 metre in depth; for foundation, etc. and getting out complete, all as specified.

All as per item No 4 above but exc 1.50m but not exc 3.00 mtr in depth.

Removing excavated spoil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete, all as specified.

Returning filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick each, complete, all as specified.

M&L for PCC 1:4:8, Type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete.

M&L for concrete bed to drain for 200 dia pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete PCC 1:4 : 8 type D-2(Using 40mm graded stone aggt) complete all as specified.

M&L for concrete bed to drain for 150 dia pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete PCC 1:4 : 8 type D-2 (Using 40mm graded stone agg) complete all as specified.

Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar of 150/200 mm dia

S&F Reinforced concrete pipes, class NP2, 200 mm bore laid and jointed complete with collarslaid in trenches and jointed Concrete bed to drain pipes all as specified.

S&F Reinforced concrete pipes, class NP2, 150 mm bore laid and jointed complete with collarslaid in trenches and jointed Concrete bed to drain pipes all as specified.

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

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

Dismantling of cast iron, AC / PVC pipes including all fittings and accessories, of 100/75 mm dia and in any position all as specified.

S&F PVC(SWR) pipes, 75 mm external dia double socketed in any length with rubber joints, fixed to walls/under floor with PVC brackets/clips including under floor will be coverd in PCC 1: 3:6 as complete all as specified(with epoxy joint)

S&F PVC (SWR) bends suitable for 75 mm external dia complete all as specified

S&F PVC (SWR) junction single, (single T) equal or unequal of 75mm dia

S&F PVC (SWR) junction single, (double T) equal or unequal of 75mm dia

S&F PVC(SWR) pipes, 110 mm external dia double socketed in any length with rubber joints, fixed to walls/ under floor with PVC brackets/clips including under floor will be coverd in PCC 1: 3:6 as complete all as specified.(with epoxy joint)

S&F PVC (SWR) bends suitable for 110 mm external dia complete all as specified

S&F PVC (SWR) junction single, (single T) equal or unequal of 110mm dia

S&F PVC (SWR) junction single, (double T) equal or unequal of 110mm dia

PVC (SWR) branch pieces single Y equal or un equal with access door confirming to IS: 14735, suitable for PVC soil waste discharge pipe 110mm size complete

PVC (SWR) branch pieces single Y equal or un equal with access door confirming to IS: 14735, suitable for PVC soil waste discharge pipe 75 mm size complete

M&L for brickwork with subclass `B' bricks, straight or curved on plan exc 6m mean radius, built in CM(1:6).

All as per item No 27 above but except bricks.

Taking down cement plaster, any description on brick or stone or cement concrete walls including raking out joints, hacking for key, scrubbing down with water etc.

M&L for Rendering 15mm thick on fair faces of brick work or concrete surfaces in CM(1:4) finished even and sooth w/o using extra cement

M&L Precast RCC type B-1 (1:2:4), using 20 mm graded stone aggregates cover slabs for manholes, open drains etc. including all mouldings but excluding frame, set in cement mortar (1:4) complete all as specified.

M&L for RCC type B-1 (1:2:4), using 20 mm graded stone aggregates as in 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.

Mild steel TMT bars 10mm dia and over (and flat iron where quered),cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with theincluding mild steel wire (annealed) not less than 0.9mmdia or securing with clips or welded to flat iron complete all as specified.

Mild steel bars 6mm to 8mm dia (and flat iron where quered) ,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with theincluding mild steel wire (annealed) not less than 0.9mmdia or securing with clips or welded to flat iron complete all as specified.

Framed work as in opening of manhole of angle or other section with gusset plates, also fastening and fixing conforming to Fe-410 W Gide E-290, complete all as specified.

Use and waste formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick

M&L for PCC 1:2:4 type B1 using 20mm graded aggregates as in surfaces channels and drains complete all as specified.

M&L for cement concrete 1:2:4 type B-0, using 12.5mm graded stone aggregate as in coping and similar work incl necessary form work to obtain a smooth finishes omplete all as specified and as directed.

Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, incl forms, moulds,mitred/stopped ends etc complete all as specified and directed

Soakage wells of size 1.80 Mtr dia x3.00m depth excavation in any types of soil, foundation in PCC 1:3:6 walls of honeycomb masonry with brick work all as shown in drg No CE/TDT1202/2003 top ring of M-25 concrete including intercepting chamber and screen chamber made of brick masonry in CM, RCC cover slabs in M-25/SFRC covers, interconnecting pipes of RCC/DWC complete filled with brick bats complete all as directed.

Construction of soakage well of size 1.2 m dia x 3.0 m depth comprising of excavation in any type of soil, foundation in PCC 1:3:6 walls of honeycomb masonry with brick work all as shown in drg No CE/TDT1202/2003 top ring of M-25 concrete including intercepting chamber and screen chamber made of brick mansonry in cement mortor 1:4, RCC cover slabs in M-25/SFRC covers, interconnecting pipes of RCC/DWC complete filled with brick bats complete all as shown on drawing and as directed

M&L for demolition of existing old soakage well of any size incl demolition of brick work PCC and refill the same up[to the existing ground level complete all as as specified and directed

Cleaning of blockage of bathroom kitchen by cleaning Nahani trops qually traps and removing of all the mud/sludgs and getting out washing thoroughly grating oof trap CI waste pipes by opening the cleaning eyes and depositing the slugs in a pit of suitable size at a distance exceeding 50 meters from the gully trap and converting the same with the soil obtained from the excevation and earthwork complete all as specifed and as directed by Engineer in charge (The The quoted rate rate include for keeping particular bathrrom kitchen undertaken once for cleaning fonctional for suit contract period.Note the contractor provide 04 skilled labour for (02 sewage cleaning labour and other two assist as a helper) and this authorised representative shall be coiled the complaints od all blockage from the complaints ceel/Engr in charge daily and all complaints will be rectified by the contractor with the same day and return the complaint slip after completion of complaint and get recieved from the concerned JE/Engr-in-Charge. If he fails to complete thew work wioth in same day sante day the recovery will be amde @300 complaint per day. (ii) work shall be foul condition necessary/Equipments to be adopted by the contractor any damage cause during cleaning shall be made good by the contractor to the entire satifiaction at the Enge in Charge without any extra cost to the govt.

Cleaning of blockage WC indian pattern or european for removing of all the mud/sludgs and getting out including cleaning SGSWG or GI pipe upto st manhole and depsoting the sludgs in a pit of suitable size at a distance exceeding 50 meters from the gully trap and converting the same with the soil obtained from the excevation and earthwork complete all as specifed and as directed by Engineer in charge (The The quoted rate rate include for keeping particular bathrrom kitchen undertaken once for cleaning fonctional for suit contract period.Note the contractor provide 04 skilled labour for (02 sewage cleaning labour and other two assist as a helper) and this authorised representative shall be coiled the complaints od all blockage from the complaints ceel/Engr in charge daily and all complaints will be rectified by the contractor with the same day and return the complaint slip after completion of complaint and get recieved from the concerned JE/Engr-in-Charge. If he fails to complete thew work wioth in same day sante day the recovery will be amde @300 complaint per day. (ii) work shall be foul condition necessary/Equipments to be adopted by the contractor any damage cause during cleaning shall be made good by the contractor to the entire satifiaction at the Enge in Charge without any extra cost to the govt.

M&L for cleaning of blocked sewage line, any type of dia in horizontal or vertical position from manhole to manhole drain pipes. Note:- Cleaning of sewage line of any type and dia or bore upto any depth by removing all filts/silts, foreign material and other deposits whatever completely and making the line free from all obstacles and tyesting the flow of sewer line evently, smoothly by filling water. The cleaning operation will be carried out in suitable length by blocking the first and last manhole of sewer line and removing the silt/sludge & deposits out side of defence land in covered van/Trolly all as specified and directed by Engr-in-Charge.rate.

Cleaning of sludge from septic tank, soakage well and manhole etc of any capacity and depth by dewatering, taking out mud/ sludge/quid, getting out and removing & depositing the sludge , complete all as specified and directed ( Note septic tank and soakage well be cleaned by Mechanical Vehicle ( Tanker) and Dewatering/Sludge to be thrown away outside of defence area.

S&F salt glazed stoneware gully traps of size 150 x 150 mm, square or rounded mouthed, type `P' fixed in CM 1:6 and cover with RCC cover slab of size 200 X 200 X 50mm

Cleaning of Manhole of any description, any size and depth incl taking out sludge and depositing them to notified area by Municipal Corp of Udhampur for dumping or out side defence land omplete all as specified and as directed.

Cleaning of existing sewage pipe lines 150mm/200mm internal dia at any depth and well flushing with water after cleaning including getting out sludge if any and liquid materials from connecting manholes deposited in sewer lines removing the solids and sludge to any distance place outside the defence land and reinstating the manhole cover to its original position complete all as specified and directed.

All as per item No.49 above but 100mm internal dia

Supply and laying, jointing 150mm internal dia of salt glazed stoneware pipes grade 'A' incl testing and laid in trenches to a level on concrete bed complete all as specified.

M&L for cement concrete 1:3:6 type C-2 using 40mm graded stone aggregates incl packing under and haunching against the sides for 150mm internal dia SGSW pipes after they are laid and tested including demolition of old bed and pipes omplete all as specified and as directed. (thickness of concrete bed 100mm).

sohtra and co

MAHADEV ENTERPRISES