CLEANING AND REPAIR OF SEWAGE LINES, MANHOLES, SEPTIC TANK AND SOAKAGE WELLS IN ZONE B AT SUNJUWAN UNDER GE JAMMU

Amount

Cleaning of sewage line, horizontal or vertical of dia 75 mm to 150mm by rodding, well flushing using adequate / sufficient water and making it clear for smooth flow sewage from WC / NT / SNT / FT (at any floor to 1st manhole outside building) including desludging the 1st manhole and cleaning to entire satisfaction of Engineer-in-Charge and removing the sludge to a distance outside of MOD land from site; resetting the manhole cover and making the area neat and clean complete all as specified and directed. Note: - (i) For the purpose of payment, cleaning of sewage lines and upto including 1st manhole shall be measured as one job. (ii) The contractor will employ two safaiwalas alongwith necessary T&P on all working days for the period of contract for attending the sewage related complaints for buildings where machine cannot be reached. The compliants will be collected by the contractor or his accredited representative on all working days from B/R complaint cell. Complaints will be got signed by the authorised users representatives and will be returned to B/R complaint cell after completion of the complaint. No complaint shall be kept pending or unattended for more than 24 hours.

Cleaning of existing drain pipes upto and including 200mm dia at any depth as required at site from manhole and well finishing after cleaning including getting out sludge if any and liquid materials from connecting manholes. The cleaning shall be carried out with mechanised operation by means of diesel / electric operated vehicle mounted hydraulic operated high pressure suction - cum - jetting machines fitted with pump of required requisite capacity and the sludge sucked out with Super Succer Machine of required capacity and sent to storage tanks for further disposal to the authorised disposal site. The sludge deposited in sewage line shall be fully cleaned and disposed off the same outide the MOD land at any distance and without any additional cost to the Govt. The job shall be carried out with safety precaution equipment and with strict supervision complete all as specified and as directed by Engineer-in-Charge.

Cleaning of septic tanks of capacity upto and including 25 users by removing sludge and sludge water by pumping or manually or by any means and the sludge/sludge water is to be disposed off in covered containers to a distance exceeding 2 Kms outside the peripherry of defence land including taking off and refixing manhole covers complete all as specified and as directed.

Cleaning of septic tanks of capacity exceeding 25 users and not exceeding 50 users capacity by removing sludge and sludge water by pumping or manually or by any means and the sludge/sludge water is to be disposed off in covered containers to a distance exceeding 2 Kms outside the peripherry of defence land including taking off and refixing manhole covers complete all as specified and as directed.

Cleaning of septic tanks of capacity exceeing 50 users and not exceeding 100 users capacity by removing sludge and sludge water by pumping or manually or by any means and the sludge/sludge water is to be disposed off in covered containers to a distance exceeding 2 Kms outside the peripherry of defence land including taking off and refixing manhole covers complete all as specified and as directed.

Cleaning of septic tanks of capacity exceeding 100 users and not exceeding 200 users capacity by removing sludge and sludge water by pumping or manually or by any means and the sludge/sludge water is to be disposed off in covered containers to a distance exceeding 2 Kms outside the peripherry of defence land including taking off and refixing manhole covers complete all as specified and as directed.

Cleaning of septic tanks of capacity exceeding 200 users and not exceeding 300 users capacity by removing sludge and sludge water by pumping or manually or by any means and the sludge/sludge water is to be disposed off in covered containers to a distance exceeding 2 Kms outside the peripherry of defence land including taking off and refixing manhole covers complete all as specified and as directed.

Cleaning of septic tanks of capacity exceeding 300 users and not exceeding 500 users capacity by removing sludge and sludge water by pumping or manually or by any means and the sludge/sludge water is to be disposed off in covered containers to a distance exceeding 2 Kms outside the peripherry of defence land including taking off and refixing manhole covers complete all as specified and as directed.

Notes: - For Serial No 2.00 to 8.00 (i) The sewage line is required to be cleaned by using water jetting machine as directed by Engineer-in-Charge. The unit rate quoted by the contractor shall deem to be included of this provision and no extra claim on this account shall be entertained by the department. Jetting machine will be compulsory minimum three times a week otherwise one day recovery of Rs. 10,000/- will be deducted from the payment due to the Contractor. (ii) Contractor during the mechanized operation shall be equipped with gas monitor, nylon rope ladder, torch light and compressor blower etc along with the sewage cleaning truck mounted suction / jetting machine. (iii) Manual cleaning operation / Scavenging is prohibited. (iv) The unit rate quoted by the contractor shall interalia deemed into the cost of providing skilled driver and operator and supervising engineer including provn of water for jetting and removal of sludge / silt / liquid / mud and sand (in foul position) etc complete all as specified. (v) Contractor shall engage the above mentioned T&P and intimate to Engr-in-Charge in writing with machine No / Vehicle No etc for their record and prior approval. (vi) The T&P as and when brought by the contractor based on site requirement, the concerned site executive shall take a photograph of machine along with the supervising staff i.e. JE's and contractor's representatives etc and same shall be kept in record with date. (vii) Pucca bound register shall be maintained showing the machine no / vehicle no and their deployment at site mentioning time and date duly signed by concerned JE, Engr-in-Charge and contractor and the same register shall be produced while claiming the payment by the contractor.

Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth, for foundation etc. and getting out in any type of soil complete all as specified and as directed.

Excavating in trenches depth exceeding 1.5 m and not exceeding 3 m, for foundation etc. and getting out in any type of soil complete all as specified and as directed.

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

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

Demolition and breaking up drain pipes (salt glazed stoneware, AC or Reinforced concrete) of 150 mm dia, jointed in cement mortar and taking out from trenches and removing debris including concretre bed and haunching from the side outside cantt area complete all as specified and as directed.

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

M&L Reinforced cement 150mm dia pipes, class NP-2 with one collar per length of pipe laid in trenches complete all as specified and as directed.

Demolition and breaking up drain pipes (salt glazed stoneware, AC or Reinforced concrete) of 200 mm dia, jointed in cement mortar and taking out from trenches and removing debris including concrete bed and haunching from the side outside cantt area complete all as specified and as directed.

M&L Plain cement Concrete (1:3:6) type C-2 bed to 200 mm bore drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in complete all as specified and as directed.

M&L Reinforced concrete 200mm dia pipes, class NP-2 with one collar per length of pipe laid in trenches complete all as specified and directed.

Taking down cement plaster on brick or stone walls etc. including racking out joints, hacking for key, scrubbing down with water, any description etc. and removing of the rubbish out side of MOD land complete all as specified and as directed.

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

M&L Brickwork with sub class "B" bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:4 complete all as specified and as directed.

Description same as per Ser item No 22.00 here-in-before but except bricks.

M&L 15 mm thick rendering in two coats on brick work or concrete surface in cement mortar 1:4, surface finished even and fair without using extra cement complete all as specified and as directed.

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for cement concrete complete all as specified and as directed.

Separating, scrapping and cleaning of reinforcement complete all as specified and as directed. Note: - Demolition of concrete shall be measured separately.

M&L providing precast cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) in cover slab of manholes, septic tank, soak well etc set in cement mortar 1:4 with plain fair faces including chamfered weathering, throating etc including necessary use and waste of form work complete all as specified and as directed.

S&F mild steel TMT bars 6 to 8mm dia as in reinforcement, cut to length, bent to shape required including cranking, bending, spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.

Demolition of cement concrete in ground floors and paving not exceeding 15cm thickness below or above ground level complete all as specified and as directed.

M&L PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in benching, coping etc including necessary form work complete all as specified and as directed.

M&L PCC 1:3:6 type C-1 (using 20mm graded crushed stone aggregate) as in surface channel, drain etc complete all as specified and as directed.

S&F vitreous china wash down water closet pan pedestal pattern water closet, (excluding flushing cistern and flush pipe), including fixing bolts, connection to drain (or outgoing pipe) and to flushing pipe, etc and fixing of seat cover complete fixed in repairs complete all as specified and as directed.

S&F in repairs Vitreous china, white, Squatting pan, 'Orissa' pattern size 580 X 440mm with integral footrests, front or back inlet complete, connection to drain pipe and to fushing pipe, antisyphonage pipe etc complete including making good to floor to match with the existing complete all as specified and as directed by Engr-in-Charge.

S&F Vitreous china bowl urinal flat back, size of 465 X 355 X 265mm white (minimum), with grating and union for discharge pipe, fixed in repairs including connections to flushing pipe and outgoing pipes complete all as specified and as directed.

S&F in repair PVC connection 15mm dia 450 long with PTMT nut at both ends complete all as specified and as directed.

S&F in repair brass chromium plated angle cock 15mm dia screwed for iron pipe or brass ferrule complete all as specified and as directed.

S&F in repair bib tap 15mm bore standard of PTMT any colour high pressure screwed for iron pipe and fixed complete all as specified and as directed.

S&F in repair plastic water closet seat cover, closed pattern (approved colour) with flat bottom, mild steel chromium plated or aluminised hinging device complete all as specified and as directed.

Dismantling floor, hearth or wall tiling including cement mortar bedding, (but not backing) and rubbish off the premises complete all as specified and directed.

M&L non skid / mat finish ceramic colour joint free tiles 7 to 8 mm thick (Square / Rectangular) area of each tile exceeding 0.11 Sqm but not exceeding 0.18 Sqm in floors etc, set and jointed in neat cement slurry and pointed in coloured cement to match over and including 15mm thick screed bed in cement mortar 1:4 complete all as specified and as directed.

M&L glazed ceramic coloured tiles (premier quality) of size 300mm X 450mm X 7 to 8mm thick on vertical surfaces such as skirting, dados and risers to steps etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the surfaces including 10mm thick rendering in CM 1:4 complete all as specified and as directed. Note: - Design, shape and pattern of fixing of tiles shall be as directed by Engr-in-Charge.

S&F in repairs 10 litre capacity low level flushing cistern, with inlet float valve, moulded from virgin polypropylene single flush inlcluding provision of 32mm dia PVC flush pipe and making connections, ISI marked complete all as specified and as directed.

S&F in repairs PVC (SWR) pipes single socketed in any length with solvent cement joint, fixed to wall / floor / trenches for following bore of pipes: -

110 mm dia bore

75 mm dia bore

S&F in repairs PVC (SWR) bends any radius with solvent cement joint, fixed to wall / floor / trenches for following bore of pipes: -

110 mm dia bore

75 mm dia bore

S&F in repairs PVC (SWR) junction single, single 'T' equal or unequal with solvent cement joints, fixed to wall / floor / trenches for following bore of pipes: -

110 mm dia bore

75 mm dia bore

S&F in repairs PVC (SWR) couplers with solvent cement joint, fixed to wall / floor / trenches for following bore of pipes: -

110 mm dia bore

75 mm dia bore

S&F in repairs PVC (SWR) reducers with solvent cement joint, fixed to wall / floor / trenches for following bore of pipes: -

110 mm dia bore

S&F in repair cover of CI oval access door with bolts and rubber gasket to make it water tight for 100 mm bore CI bends complete all as specified and as directed by Engr-in-Charge.

S&F in repair cover of CI oval access door with bolts and rubber gasket to make it water tight for 75 mm bore CI bends complete all as specified and as directed by Engr-in-Charge.

S&F in repair UPVC branch piece single (single Y) with access door for 110 mm bore complete all as specified and as directed.

S&F in repair UPVC branch piece single (single Y) with access door for 75 mm bore complete all as specified and as directed.

Dismantling of CI / PVC pipe 75 / 100 mm bore complete all as specified and as directed by Engr-in-Charge.

M&L of CI sand cast pipe 75mm dia bore fixed to wall / laid in trenches etc jointed with cement joints complete all as specified and as directed by Engr-in-Charge.

M&L of CI sand cast pipe 100mm dia bore fixed to wall / laid in trenches etc jointed with cement joints complete all as specified and as directed by Engr-in-Charge.

ASHFAQ AHMED MANHAS

M/S RAVINDER SINGH

M/S CHOUDHARY BUILDERS

M/S PRITHIVI RAJ AND SONS

Bidder Name

M/S RAVINDER SINGH

ASHFAQ AHMED MANHAS

M/S PRITHIVI RAJ AND SONS

M/S CHOUDHARY BUILDERS

M/S LANGER CONSTRUCTION COMPANY