REPAIR/MAINT INCLUDING CLEANING OF SEWAGE LINE, MANHOLE, SEPTIC TANKS, SOAKAGE PITS ETC IN REPAIRS TO COMPOUND WALL, DRAIN, FENCING, HARDSTANDING, CONCERTINA COIL AND MISC B/R WORK IN ZONE B BOUNDARY WALL AND OTHER MISC WORK UNDER GE (EAST) MATHURA

Amount

Excavation in trenches, not exceeding 1.5 metre wide and not exceeding 1. 5 metre in depth; for foundation or for manholes not exceeding 10 Sqm on plan and not exceeding 1.5 metre in depth and getting out in soft/loose soil complete all as specified and directed.

All as per item No. 1 above but exceeding 1.5 metre depth and not exceeding 3 metre in depth complete all as specified and directed.

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

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

Demolition and breaking up drain pipes of internal dia of 150 mm of (salt glazed ware, AC or reinforced concrete) pipe set in cement motar including cement concrete bedding and haunching complete all as specified and as directed.

Demolition and breaking up 200 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.

M&L for Salt glazed stoneware (SGSW) drain pipes, grade `A` of 150 mm internal dia laid in trenches and jointed in cement mortar 1:1 all as specified and as directed.

M&L for Reinforced concrete pipes, class NP-2, 200 mm bore grade Á'with collar laid in trenches and jointed with cement mortar 1:1 complete all as specified and as directed.

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

M&L Cement concrete 1:3:6 Type C-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 200 mm internal dia pipe complete all as specified and as directed.

Demolition of brickwork or stone boulder masonry built in cement mortar including all quoins, arches, pillars ,precast louvers and jallies etc. complete all as specified and as directed.

M & L for brick work with sub-class 'B' bricks, straight or curved on plan exc 6.0 metre mean radius as wall built in cement & sand mortar 1:6, complete all as specified and as directed.

Taking down cement or cement lime plaster of any description from brick or stone walls including raking out joints, hacking for key, scrubbing down with water etc, complete all as specified and as directed.

M&L rendering 15 mm thick plaster of brick work in CM 1:4 and surface finished fair and even , complete all as specified and directed.

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

M&L for PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in coping, benching inside the main hole, surface channels drains etc. complete all as directed and as specified

M&L for PCC, 1:2:4 type B-1 using 20 mm graded stone aggregate as in surface channels, drains complete all as specified and as directed.

Extra forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms,moulds, mitered/stopped etc complete all as specified and as directed. (Note: Inner girth shall only be measured)

M&L for preparation of newly plastered surfaces of wall including cornices, pillasters etc 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.

Demolition of RCC as in cover slabs/ roof slabs of any description( reinforcement cut as required to faciliate demolition ) complete all as directed and as specified.

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 directed and as specified

Ditto- all as per above item above but MS round bar 10 mm dia and over as in handles of manhole covers complete all as directed and as specified

M&L for Precast RCC B1 (1:2:4) (using 20 mm graded aggregate) as in cover slabs for manholes etc. complete all as directed and as specified

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

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

S&F in repair 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall incl necessary clamp etc. including demolition of old pipes complete all as directed and as specified.

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

S&F in repair 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall incl necessary clamp etc. including demolition of pipes complete all as directed and as specified.

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

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

S&F in repair 110mm PVC (SWR) junction single, (Single T) equal or unequal with acess door complete all as directed and as specified..

S&F Stack clamps made out of 50mm x 5mm flat iron & 16mm round iron stays including bolts & nuts and securing ends of stays for 100mm bore pipe complete all as directed and as specified.

S&F in repair 75mm PVC floor trap plain with grating including jointing with solvent cement complete all as directed and as specified.

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 R/F and removal of surplus soil. (ii) Cement concrete in foundation, brick work honey comb brick work. (iii) Reinforced cement concrete, form work, reinforcement (iv) Precast cover slab, 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 50 users which includes, excavation in ordinary soil, PCC in foundation, brick work, RCC slab, rainforcement, Manhole covers, CI vent shaft and sludge chamber etc complete all as shown in drawing No CEJZ/2002/TD/S-02, Sheet No- 1/1 dated 23-07-06 complete all 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, rainforcement, Manhole covers, CI vent shaft and sludge chamber etc complete all as shown in drawing No CEJZ/2002/TD/S-02, Sheet No- 1/1 dated 23-07-06 complete all as specified and as directed.

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 3.00 m, 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 etc manholes, septic tanks and desluding Manholes, septic tank and removal of sludge in covered vehicles outside the MD land by deployment of (2.0) No.s Safaiwala for Zone - B at Mathura cantt all as directed by Engineer-in Charge. Note: (i) Contractor has to engage (2.0) No.s Safaiwala for Zone - B 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 attended 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. (xiii) Contractor shall submit accident /risk insurance policy of each worker engaged in cleaning sewage system.

M&L for cleaning of sewage lines 150mm 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 cement concrete (un-reinforced) in ground floors and pavings n.exc 15cm thickness (Below or above ground level) and rubbish off the premises, 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 75 mm thick cement concrete 1:4:8 type D2 (using 40 mm graded aggregate) as in sub floors, sub bases, floors and paving etc. complete all as specified and as directed.

Providing and laying 80 mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, best quality locally available confirming to IS 15658-2006, laid in required colour & pattern over and including 50 mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand, complete all as specified and as directed.

Providing and laying at or near ground level factory made kerb stone of size 300x300x150 mm M-25 grade cement concrete in position to the required line, level and curvature, set in cement mortar 1:4 including making drainage opening wherever required, complete all as specified and as directed.

Dismantling of Stone slabs and tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar and rubbish off the premises, complete all as specified and as directed.

M&L for Heavy duty Outdoor parking tiles 10 to 12 mm thick 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.

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded Portionand making good disturbed area complete all as specified.

Dismantling galvanised barbed wire fencing any size,

Excavation in post holes (or similar holes ) each n exc 0.5 cu m getteing out as soft /loose soil rerurning filling in and ramming earth or broken rubble mixed with earth around in layer not exceeding 25 cm complete all as specified.

M&L for PCC 1;3:6 type C-2 using 40 mm graded stone crushed aggregate as in foundation & mass concrete etc complete all as specified.

S&F Mild steel work wind ties, posts and struts in fencing incl cutting tops to shape as required, drilling holes , noching for wire , flat iron fillets for securing wiremesh etc., incl all necessary drilling, bolting or riveting etc & similar work conforming to Fe-290 Gde E-165 and all as specified.

S&F Mild steel screw bolts (machine made) dia of neck 5 to 10 mm with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long complete all as specified and directed

S&F mild steel round bars 10mm dia cut to length, bent to shape as required and fixed in fencing confirming to Fe 410-Wor Fe 290 complete all as specified.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire

supply only MS galvanised chain link any size of mesh as in fencing with complete all as specified

S&F galvanised 2 strand steel barbed wire 2.0 mm, dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provn of galvanised mild steel wire staples or steel pins all as directed. (Each line wire to be measured)

M&L for Preparing new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic paint over and including one coat of red oxide primer complete all as directed

M&L for Preparing new steel surfaces of any description .n. exc 10 cm width or girth and applying two coats of synthetic paint over and including one coat of red oxide primer complete all as directed

S&F Concertaina coil 600 mm dia in (stretched position) with 2.50 mm dia high tensile strength wire fixing to Y-shaped angle iron posts securing with necessary clips on top of boundary wall all as specified and as directed.

M&L for Brick work with old size fly ash Bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified and directed.

M&L for Brickwork ( excpt bricks work re use obtained from demolition ) 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 providing precast reinforced cement concrete type B-1 1:2:4 (using 20 mm graded stone aggregate) as in cover slab for manholes, chajja, shelves and similar articles including required form work complete all as specified and as directed. Note : Reinforcement shall be measured and paid separtely

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

M&L non skid parking tiles coloured tiles 9-10 mm thick (square/rectangular) area of each exc 0.11 Sqm but n. exc. 0.18 Sqm as in floors set and jointed in neat cement slurry & pointed with coloured cement to match the colour of tiles laid over and including 15 mm thick screed bed in cement mortar 1:4 complete all as specified and as directed.

Demolition of cement concrete (reinforced) of any description and in any position not otherwise specified provided for work including removing rubbish off the premises complete all as directed

Formwork to sides and soffits of floor or roof beams haunchings, girders, bressummers, lintals, bands,chajjas, cantilevers, shelves including sup-ports overhangs, etc also splays between floor and beams etc.

M&L for Reinforced cement concrete nominal mix Type B1 1:2:4 (20mm graded aggregates) in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified & directed.

S&F for TMT Mild steel bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified & directed.

M/s Aditya Enterprises (BID ID -3422442)

M/s Orient Traders (BID ID -3422352)

DEVI DAYAL CONSTRUCTION CO (BID ID -3422700)

Deepak Saxena (BID ID -3428527)

M/s M S CONSTRUCTION (BID ID -3422758)

M/S ANIL KUMAR (BID ID -3421170)

JWALA ELECTRIC CONTRACTORS (BID ID -3421800)