REPAIR AND MAINT TO COMPOUND WALL FENCING WORK PCC, ROADS, APPROACH ROADS FOOT PATH WORK DRAINS CULVERTS AND SEWAGE LINE FOR MD AND OTM ACCN AT MILITARY STATION BARABANKI UNDER GE (EAST) LUCKNOW

Amount

Demolition of brick or stone/boulder masonry built in cement mortar complete all as specified and directed

M&L for brick work with modular fly ash bricks, straight or curved on plan exc 6m mean radius in CM 1:6 complete all as specified and directed

All as per Item No 2 above but except bricks. (Note:- Bricks recd from demolition)

M&L for brick work with fly ash bricks, modular type, straight or curved on plan to any radius in half brick thick walls, built in complete all as specified and directed

Taking down cement plaster or cement lime plaster on PCC/stone surface/brick surfaces including raking out joints hacking for key scrubbing down with water etc, complete all as specified and directed

M&L for rendering 15mm thick in cement mortar 1:6 on other than fare face of brick work or concrete surfaces and finishing the surface even & smooth without using extra cement complete all as specified and directed

M&L for rendering 15mm thick in cement mortar in 1:4 on fare face of brick work or concrete surfaces even and smoothe without using extra cement & with using integral water proofing compound complete all as specified and directed

M&L for rendering 5mm thick in cement mortar in 1:3 on ceiling complete all as specified and directed

Supply only integral waterproofing compound of approved make complete all as specified and directed.

M&L for preparation of new surfaces of walls and applying two coat of oil bound distemper on wall complete all as specified and directed

M&L for preparation of new surfaces of ceiling and applying three coat of white wash on ceiling complete all as specified and directed

M&L for preparation of new surfaces of wall and applying two coat of cement base paint on wall complete all as specified and directed

M&L for PCC 1:2:4 type B-1 (using 20 mm thick graded stone aggeregate) as in bed block, coping etc complete all as specified and directed

S&F for MS framed work such as grills, gratings etc with ends of bars shouldered and/or riveted or forged in to spikes, framed guard bars, barred iron doors and similar work complete all as specified and directed

All as per items No 14 above but fixed grating/grills etc complete all as specified and directed

M&L for broken glass coping on top of brick walls in CM 1:3 complete all as specified and directed

Excavating in post holes (or similar holes) each not exc 0.5 cum, getting out, and removing surplus soil to a distance not exc 50m and making good surface in soft/loose soil complete all as specified and directed

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed

Dismantling fencing wire mesh, any type complete all as specified and directed

S&F for mild steel work in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc., flat iron fillets (for securing wire mesh etc,.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed .

All as per item No 20 above but except angle

S&F in repair galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails straining bolts including securing or type at crossings with and provision of galvanised mild steel wire staples or steel pins, etc complete all as specified and directed

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 complete all as specified and directed

Supply only chainlink MS galvanised chain link fencing 75x75 mm mesh size complete all as specified and directed

M&L for cement concrete type C-2, 1:3:6 (using 40 mm graded stone aggregate) as in embedding of fencing post etc,.complete all as specified and directed

M&L for preparation of new surface of steel and applying two coat of synthetic enamel paint over one coat of red oxide area over 10cm width or girth complete all as specified and directed

Demolition of cement concrete (unreinforced) in ground floor and paving not exc 15cm thick above or below ground level complete all as specified and directed.

Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed

Dismantling of stone slabs and tiles of any description or thickness in floors, aprons etc complete all as specified and directed

M&L for cement concrete 1:5:10 type E-2 (using 40 mm graded aggregate) as in foudations, filling and mass concrete complete all as specified and directed.

M&L for 100 mm thick PCC 1:2:4 type B-2 (using 40 mm graded crsued stone aggregate) as in PCC hard standing, finish the surfaces even and smooth without using extra cement (in panel necessary form work included) complete all as specified and directed.

Forming contraction (Dummy) joints 65 mm deep x 10 mm wide, filled with sealing compound Grade 'A' complete all as specified and directed

M&L for 60mm thick machine pressed precast concrete interlocking paver blocks any tiles any size and shape factory casted with grey cement and pigment and conforming to IS 15658-2006 of M-35 Grade and joints filled inclding dismantling of tile complete all as specified and directed.

M&L for PCC 1:3:6, type C-2 (using 40mm graded stone aggregate) as in foundation, sub base under interlocking tiles/chequred tile, etc complete all as specified and directed

M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed

M&L for 75mm thick PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in plinth protection finished even and smooth using extra cement complete all as specified and directed.

S&F machine made precast cement concrete curb stone blocks using cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) complete all as specified and directed

M&L chequred cement concrete tiles 20 cm x 20 cm x 25 mm thick set and jointed and pointed in neat cement slurry with grey cement and pigment in floors including 20 mm screed bed in CM 1:6 complete all as specified and directed

Dewatering of soak well, septic tanks by using mechanical pump diesel driven with fuel operator and crew of water etc at site complete all as specified and directed

Cleaning of soak well, septic tanks by way of desludging foreign material manually/mechanically and removal of sludge/silt/liquid mud sand (in foul conditions) etc, and disposed off outside of MOD premises (at the location notified by the local Municipal Corporation/ Cantt board as per rules of public health), including digging required nos of pits for depositing sludge and future capping the pit with the 25 cm thick layer of soil and sprinkling bleaching powder (including supply of bleaching powder) over the area of ditches with one metre around complete all as specified and directed.

Cleaning of blockage of 150mm bore sewer lines (i.e. branch sewer line, main sewer line) by way of cleaning desludging foreign material as well as roding of sewer line between successive manholes manually/mechanically or pumping out sewage from blocked line including desludging where required and ordered by Engineer-in-Charge and keeping sewer line functional from Ist manhole upto final drop as septic tank, soakage well all as specified and directed .

Note for item no-39 to 41 1.The cleaning shall be carried out with mechanized operation by means of diesel / electric operated vehicle mounted hydraulic operated high pressure suction -cum -jetting machines fitted with pump of required 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 land at any distance and without any additional cost. 2. The sludge deposited in sewage line shall be fully cleaned and disposed off the same outside the MOD land at any distance and without any additional cost , on the same day when it was taken out.The job shall be carried out with safety precaution equipment and with strict supervision . 3. During the mechaized operation , the service provider /Contractor shall be equiped with Gas monitor , nylon rope ladder , torch light and compressor blower etc along with the sewage cleaning truck mounted suction / jetting machine . 4. The unit rate quoted by the contractor shall interalia deemed into the cost of providing skilled driver and operator and supervising engineer including provision of water for jetting & removal of sludge /silt /liquid /mud & sand (in foul position )etc. 5. The contractor shall engage the above mentioned T & P and intimate to Enginner - In -Charge in writing with Machine No./ Vehicle No. etc for their record and prior approval . 6. A Register shall be maintained showing the Machine No /Vehicle No. and their deployment at site mentioning time and date duly sighned by concern JE , Engr -in- charge and contractor and the same register shall be produced while claiming the payment by the tenderer .

Cleaning of all manholes upto 1.5 meter depth of any size and removal of sludge/silt/liquid mud sand (in foul conditions) etc, and disposed off out of MOD premises (at the location notified by the local Municipal Corporation/Cantt board) (as per rules of public health), including digging required nos of pits for depositing sludge and furture capping the pit with the 25 cm thick layer of soil and sprinkling powder (including supply of bleaching powder) over the area of ditches with one metre around complete all as specified and directed.

Cleaning of all manholes upto 3.00 meter depth of any size and removal of sludge/silt/liquid mud sand (in foul conditions) etc, and disposed off out of MOD premises (at the location notified by the local Municipal Corporation/Cantt board) (as per rules of public health), including digging required nos of pits for depositing sludge and furture capping the pit with the 25 cm thick layer of soil and sprinkling powder ( including supply of bleaching powder) over the area of ditches with one metre around complete all as specified and directed.

Cleaning of all blockages of Nahni traps/floor traps/bottle traps, blockages of WC's, upto 1st manhole/Gully Trap in shafts, vertical CI soil/waste pipe stacks, CI Tee/door bends etc & cleaning of drain pipes of any dia by rodding and removal of sludge/silt/liquid mud sand (in foul conditions) etc, out of MOD premises (at the location notified by the local Municipal Corporation/Cantt board). To Maintain of internal & external sewage system in functional state at all the time by engaging/deploying minimum One Safaiwala alongwith one Helper from 0900 hours to 1700 hours at Complaint cell of AGE B/R-II area mentioned in the contract on daily basis, with manual/ pressure cleaning pump and flexible rods and other necessary equipments (as per rules of public health), complete all as specified and directed.

Note :- For item No- 43 to 45 1. The Nos of person indicated in above items as assumed by the department, shall remain present at the complaint cell of SDO Barabanki area mentioned in CA. Contractor may have to deploy more manpower in the particular area and deploy adequate sewage cleaning machinary/ equipments to clean the line and open blockages. Rates quoted shall be deemed to have considered in the items all such contingencies. 2. In case of non availability/ absence of any of minimum required man power, the recovery for the same shall be effected @ Rs 500.00 per day for the absence period proportionaly. 3. If necessiated by the Engr-in-charge/GE for work on Sunday/ holidays, the contractor shall provide tradesmen with helpers. 4. Proper records (date wise) of complaints received & rectified by the contractor and attendance register of trademen shall be maintained and shall be produced for verification at the time of payment of each RAR/Bill.

M&L for factory made RCC man hole cover /drain cover with cover frame comprising of 75mm thick cover, including provision of hot dip galvanized lifting hook for lifting overall cover with suitable size angle iron frame, RCC cover of M-30 grade concrete by vibro compression process, medium duty confirming to IS-12592 including fixing on manhole, demolition of existing coverwith cover frame and removal of debris from site complete all as specified and directed. Note : The factory made RCC cover shall be ISI marked and as approved.

Removal of debrish exc. 1.50 km but not exc. 5 km and depositing where directed at a level complete all as specified and directed.

Demolition and breaking up drain pipes 150mm dia salt glazed stone ware AC or rein forced concrete pipe incl PCC haunching etc set in cement mortar including removal from site complete all as specified and directed

Excavation in trenches not exc 1.5 m wide and not exc 1.5m depth and getting out in soft/loose soil complete all as specified and directed

Excavation in trenches exc 1.5m but & not exc 3.0m depth for foundation, etc. or for shafts, wells, cesspits, manholes, etc. not exc 10 Sqm on plan and not exc 1.5 m depth & getting cut in soft/loose soil complete all as specified and directed

M&L for cement concrete in foundations, filling and mass concrete type C2 1:4:8 (using 40mm graded stone aggregate) complete all as specified and directed

M&L for Salt glazed stoneware drain pipes 150mm grade ‘A’internal dia laid in trenches and jointed complete all as specified and directed

M&L for cement concrete 1:4:8 type D-2 for 150mm bore of pipe as concrete bed to drain pipes including packing under and haunchng against the sides of pipes after they are laid and tested complete all as specified and directed

Returning filling in trenches including spreading leveling, watering and well ramming in layer not exc 25 cm thick complete all as specified and directed.

Removing of excavated materials to a distance 1.5km and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and directed.

M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B1 smooth finished, and reforming benching complete all as specified and directed.

M&L for PCC Type B-1 (1:2:4) (using 20mm graded stone aggregate) as in man hole, surface channel and drain complete including finished surface complete all as specified and directed

Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including form mould mitered or stopped ends complete all as specified and directed.

Taking down rain water pipes ( any size or pattern) including all fittings , shoes, bends, swan neck etc complete all as specified and directed.

S&F of 110 mm bore PVC (SWR) pipes, single socketed in any length with rubber ring joints fixed to wall including MS holding clamps complete all as specified and directed.

S&F of 75 mm bore PVC (SWR) pipes, single socketed in any length with rubber ring joints fixed to wall including MS holding clamps complete all as specified and directed.

M&L for PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors of 110 mm bore of pipe etc complete all as specified and directed.

M&L for PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors of 75 mm bore of pipe etc complete all as specified and directed.

S&F of 110mm bore PVC (SWR) bends,any radius with access door complete all as specified and directed.

S&F of 75mm bore PVC (SWR) bends,any radius with access door complete all as specified and directed.

M&L for PVC (SWR) Gully trap 125/110 mm setting and jointing with solvent cement complete all as specified and directed.

S&F PVC (SWR) junction single, (Single T) equal or unequal of 110mm bore single socketed in any length with rubber ring joints, laid in trenchs or in floor complete all as specified and as directed.

S&F PVC (SWR) Junction Double, (Double T) equal or unequal of 110mm bore single socketed in any length with rubber ring joints, laid in trenchs or in floor complete all as specified and as directed.

S&F PVC (SWR) junction single, (Single T) equal or unequal of 75mm bore single socketed in any length with rubber ring joints, laid in trenchs or in floor complete all as specified and as directed.

S&F PVC (SWR) Junction Double, (Double T) equal or unequal of 75mm bore single socketed in any length with rubber ring joints, laid in trenchs or in floor complete all as specified and as directed.

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

M&L for TMT bars 10mm dia and over cut to length, bent to shape required including cranking and binding with Mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed.

All as per Item No 73 above but 6mm to 8mm dia

All as per item No 73 above but 5mm dia and over upto and including 10 mm dia in stirrups,apacers and binders

M&L for precast RCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in cover slab, shelves and similar articles set in CM 1:4 complete all as specified and directed. (Note:- Reinforcement shall be measured & paid separately)

M&L for RCC 1:1.5:3 (Nominal Mix) using 20 mm graded stone agg 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 and directed

M&L for formwork to soffits of suspended slabs as roof slabs, floor slabs & similar work n.exc. 250mm thick on rough finished surface of concrete complete all as specified and directed

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