REPAIR/MAINT INCLUDING CLEANING OF SEWAGE LINE MANHOLE SEPTIC TANKS SOAKAGE PITS ETC AT C1A C2A AND C2B AREA UNDER GE (EAST) MATHURA

Amount

M&L for cleaning of blocked sewage line consisting of SGSW pipes, RCC pipes, CI pipes, PVC pipes up to 200 mm bore and manholes of any size depth n.exc 3.00m Floor/Nahani trap 'T' Junction soil waste and vent pipe, bends and Gully traps etc including Bamboo strips ,Iron rods,sewage rodding machine, hony sheking machine/sewage dewatering pumb ect manholes, septic tanks and desluding Manholes, septic tank and removal of sludge in covered vehicles outside the MD land by deployment of Four safaiwala for C2A abd C2B area and Four Safaiwala for C1 Area at Mathura cantt all as directed by Engineer-in Charge. Note: (i) Contractor has to engage Four safaiwala for C2A and C2B area and Four safaiwala for C1 area with mobile phones having no photo facility. The team must be reported in the complaint cell/ sub div in proper uniform and with all necessary T&P such as green female bamboo strips, iron rods, sewage rodding machine, buckets, rope, ladder, safety mask, etc for execution of the item. The quoted rate shall also be included the cost of conveyance of workers, supervisors, materials and T&P. (ii) Team of workers with T&P shall be attanded the complaints of the entire area as directed by Engr-in-charge and the completion of work shall be reported by 05:00 PM of every working day.

(iii) Contractor or his representative shall report daily at 08:30 AM in the office of Engr-in-charge/ complaint cell to receive complaint slip and necessary directions. Complaints received from JE/Engr-in-charge through telephone message also shall be attended on the same day. (iv) Attendance register shall be maintained by Engr-in-charge at sub divn/ complaint cell. In case of absence of workers a penal recovery of Rs 500 per day per worker shall be imposed on contractor. (v) A complaint register shall be maintained by JE and proper record of compliants received and attended with date and time shall be recorded and shall be signed daily by both the parties. Complaint register shall be kept on record of Engr-in-Charge after completion of work. (vi) Complaints of blockage of sewage line/ manhole/ nahani trap if not attended within 24 hours after issuance of compliant slips or telephonic directional a penalty of Rs 300/- each complaint shall be imposed on contractor.

(vii) GE/Engr-in-charge will have no liability to give permanency of the employment of workers. A certificate in this regard will be rendered by contractor prior to the commencement of the work. (viii) Contractor shall pay wage/salary not less than minimum wages fixed by Govt of India/state Government/Local bodys (whichever is higher). A certificate shall be produced by the contractor that the every employee engaged by him have been paid their wage in full. (ix) Contractor will not permitted to engage child labour in the work. (x) Contractor shall provide uniform with name plate as approved by Engr-in-charge to the workers.

(xi) Supervisor shall obtained necessary directions from JE/Engr-in-charge and supervise the workers. (xii) Each worker shall be submitted affidavit in stamp paper duly notary that he will not claim employment from department. (xiii) Contractor shall submit accident /risk insurance policy of each worker engaged in cleaning sewage system.

Excavation in trenches n exc 1.5 m wide and n exc 1.5 m deep for foundations, manholes, sewage line etc and getting out as in soft/loose soil complete all as specified and as directed.

All as per item Serial No. 2.00 here in befoe but depth exc 1.5 m and n.exc 3.00 m complete all as specified and as directed.

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

Removal of excavated surplus soil to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed.

Demolition and breaking up 150 mm internal dia drain pipe (salt glazed ware, AC or reinforced cement concrete) set in cement mortar including cement concrete bedding and haunching and removing the demolished material out of MoD land complete all as specified and as directed.

All as per item Serial No. 6.00 here-in-before but 200mm internal dia drain pipe complete all as specified and as directed.

M&L Cement concrete 1:4:8 Type D-2 (using 40 mm graded stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150 mm bore pipe complete all as specified and as directed.

All as per item Serial No. 8.00 here in befoe but 200mm bore dia pipe complete all as specified and as directed.

M&L for reinforced concrete pipes, class NP-2, 150 mm bore with collar laid in trenches and jointed complete all as specified and as directed.

M&L for reinforced concrete pipes, 200 mm bore class NP-2, drain pipe with collar laid in trenches and jointed complete all as specified and as directed.

Construction of Soakage well of 1.80 mtr dia and 3.0 mtr deep complete all as specified and as shown in drawing No CEJZ/2004/S-35 sheet 1/1 dated 11 May 2004 (Revised 06-08-2005) which includes the following:- (i) Excavation and earth work, including returning/filling and removal of surplus soil. (ii) Cement concrete in foundation, brick work honey comb brick work. (iii) Reinforced cement concrete type A1 1:1½:3 form work, reinforcement (iv) RCC slab with cement concrete type A1 1:1½:3, plastering, filling brick agreggate and all Pipes and fitting complete all as shown in drawing as specified and as directed.

Construction of septic tank for 25 users which includes, excavation in ordinary soil, PCC in foundation, brick work, RCC slab type A1 1:1½:3 reinforcement, Manhole covers, CI vent shaft and sludge chamber etc complete all as shown in drawing No CEJZ/2004/TD/S-17, Sheet No- 1/1 dated 11 May 2004 (Revised 06 Aug 2005) complete all as specified and as directed.

M&L for cleaning of sewage lines 200mm bore and above and man holes upto 6m depth which are blocked/filled with sludge, semi solid/materials etc through chassis Mounted Deep suction and high pressurejetting high flow machine which consist of one No chasisis mounted machine having suction/blower capacity of 6400 Cum/Hrs and 80% vacum by reputed international standared blower and jetting capacity of Min 390 LPM with pressure of 2300 PSI by reputed international standard pump including removing the soild waste to a non inhabitant area outside of MoD by using 16 to GVW chassis mounted dumb tank having capacity of 9 cum from site to the entire satisfaction of Engineer-in-Charge. Notes : (i) Quoted rates of contractor shall be inclusive of mobilization charges of equipment from any place to Mathura Cantt. (ii) Quoted rates of contractor shall be inclusive of all the taxes. (iii) A log book of Machine for running shall be maintained and signed by Engineer-in-Charge, JE(Civ) and contractor. (iv) Payment shall be made for per working Hrs of machine on the basis of Log book of machine.

Demolition of brick work built in cement mortar including all quoins, arches, pillars etc. complete all as specified and as directed.

M&L for 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.

M&L for extra forming fair finished drain or channel 30cm inner girth in cement motor, using extra cement including form, moulds, mitred/stopped ends etc. complete all as specified and directed.

M&L for cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate) as in surface channel and drains, benchings etc complete all as specified and as directed.

M&L for cement concrete 1:4:8 type D2 (using 40 mm graded aggregate) as in foundations, filling and mass concrete complete all as specified and as directed.

Demolition of reinforced cement concrete as in cover slabs slabs of any description not otherwise specially provided for (reinforcement cut as required to faciliate demolition) complete all as specified and as directed.

M&L for MS TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.

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

M&L for providing reinforced cement concrete type B-1 1:2:4 (using 20 mm graded stone aggregate) as in slab for soakage well, septic tank supported on walls similar articles complete all as specified and as directed. Note : Reinforcement shall be measured and paid separtely under appropriate item(s) of this BOQ.

M&L for form work to soffits of suspended slabs such as roof slabs, landing and similar work n exc 200 mm thick (Horizontal or sloping) for fair finished surface of concrete complete all as specified and as directed.

M&L for pre cast reinforced cement concrete type B-1 1:2:4 (using 20 mm graded stone aggregate) as in cover slab (for manholes etc) and similar articles complete all as specified and as directed.

M&L for pre cast reinforced cement concrete type B-I 1:2:4 (using 20 mm graded stone aggregate) SRFC heavy duty HD-20 cover having Internal dia of cover 560mm with GI flat iron on circumference of cover for manholes including removal of old slab and disposed off out of MoD land complete all as specified and as directed.

M&L for providing precast cement concrete type B0 1:2:4 (using 12.5 mm graded stone aggregate) as in louvers and jallies 40mm thick including all mouldings set in cement mortar 1:4 and including dismantling of old louvers and jallies including mouldings and removing from site complete all as specified and as directed.

Taking down cement plaster of any description from brick wall or concrete surface including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and as directed.

M&L for 15 mm thick rendering on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finishing the surfaces even & smooth without using extra cement complete all as specified and as directed.

M&L for 15 mm thick rendering on other than fair faces of brick work or concrete surfaces in cement morter 1:4 and finishing the surfaces even & fair complete all as specified and as directed.

M&L for 10 mm thick rendering on fair faces of brick work or concrete surfaces in cement morter 1:6 and finishing the surfaces even & fair complete all as specified and as directed.

M&L for preparation of newly plastered surfaces of wall and applying two coats of cement based paint white or tinted over a coat of alkali resistant primer complete all as specified and as directed.

M&L for preparation of newly plastered surfaces of wall and applying three coats of white wash complete all as specified and as directed.

S&F in repair PVC (SWR) 110 mm bore pipes single socketed, in any length with rubber ring joints laid in trenches or in floor complete all as specified and as directed.

S&F in repair 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floor complete all as specified and as directed.

S&F in repair PVC (SWR) 110 mm bore pipes single socketed, in any length with rubber ring joints, fixed to walls with MS clamps complete all as specified and as directed. Note : MS clamps shall be measured & paid separately.

S&F in repair 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls with MS clamps complete all as specified and as directed. Note : MS clamps shall be measured & paid separately.

S&F in repair 110 mm bore PVC (SWR) bends any radius with acces door complete all as specified and as directed.

S&F in repair 75 mm bore PVC (SWR) bends any radius complete all as specified and as directed.

S&F in repair 110 mm bore PVC (SWR) junction single (Single 'T') equal or unequal with access door complete all as specified and as directed.

S&F in repair 75 mm bore PVC (SWR) junction single (Single 'T') equal or unequal with access door complete all as specified and as directed.

S&F stack clamps made out of 30mm x 5mm flat iron and 16mm round iron stays including botls & nuts and securing ends of stays for 110/75mm bore pipe complete as specified and as directed.

S&F in repair 75mm dia of outlet PVC (SWR) floor trap plain with grating including jointing with solvent cement complete as specified and as directed.

Demolition of cement concrete (un reinforced) in ground floor and paving n exc 15 cm thicknincluding removing rubbish off out of MoD land complete all as specified and as directed.

M&L for 50 mm thick cement concrete type C1 1:3:6 (using 20 mm graded stone aggregate) as in plinth protectiion, finishing cement concrete surface even and smooth without using extra cement complete all as specified and as directed.

M&L for 75 mm cement concrete type B1 1:2:4 (using 20 mm graded stone aggregate) as in sub floors, sub bases, floors and paving etc laid in alternate bays & finished even and smoth using extra ccement & joints filled with bitumen and sand mixed in 1:3 complete all as specified and as directed.

M&L for Non Skid ceramic coloured tiles 7 to 8 mm thick (Square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 Sqm, in floors etc set and jointed in neat cement slurry and pointed in coloured cement to match the colour of tiles laid over and including 15 mm thick screed bed in cement motar 1:4 complete all as specified and as directed.

M&L for rubber moulded glossey finish Chequred Cement concrete coloured tiles (with grey cement and pigments)of size 30cmx30cmx25cm thick, machine presssed,set jointed and pointed in neat cement slurry in floors, laid over and including 15mm thick screed bed in cement mortar 1:6 all as directed and as specified.

M&L machine pressed precast concrete interlocking paver block with grey cement and pigment of any shape and size conforming to IS 15658-2006 of 80mm thickness M-40grade of concrete as in floors/pavements etc complete all as specified and as directed.

M&L for 100 mm thick cement concrete 1:4:8 type D2 (using 40 mm graded aggregate) as in sub base complete all as specified and as directed.

M&L for sand filling under floors including consolidation etc complete all as specified and as directed.

M&L for cement concrete 1:2:4 type B1 (using 20 mm graded stone aggregate) as in coping surface channels, benchings etc of manholes finished fair and even complete all as specified and as directed.

Demolition of cement Concrete (unreinforced) of any description and any position not otherwise described such as benching, copings, bends etc. and rubbish of the premises and removing debris out of MoD land complete all as specified and as directed.

MISHRA CONSTRUCTIONS (BID ID -3129647)

mh enterprises (BID ID -3129752)

M/S ANIL KUMAR (BID ID -3128055)