REPAIR TO CULVERT, BOUNDARY WALL, SEWAGE LINE AND OTHER MISC WORKS UNDER AGE BR-II AT ALWAR

Amount

Dismantling of 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.

M&L for brick work with Fly ash ’ bricks, (Old size) straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified and directed.

All as per serial item No 2.00 here-in-before but except bricks. Note : Old serviceable bricks retrieved from serial Item No. 1.00 here-in-before shall be re-used under this item.

M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted stone masonry built in cement mortar 1:4 complete all as specified & as directed.

All as per serial item No. 4.00 here-in-before but except stones. Note : Old serviceable stones retrieved from serial item No. 1.00 here-in-before shall be re-used under this item.

Extra over stone walling for hammer dressed to face stores and dressing of face beds and joints as specified of random rubble walling uncoursed or brought upto course with maximum deprssion on face from straight adge held against the depressed surface on lime or sand stone not exc 20mm for rock faced.

Demolition of cement concrete (unreinforced) in ground floors and paving n exc 15cm thick (below or above ground level) complete all as specified and directed

Dismanlting of kerb stone including cement bedding & removed off rubble.

Demolition of reinforcement cement Concrete of any description and in any position (reinforcement cut as required to facilitte demolition) all as specified and as directed.

M&L for PCC 1:4:8 type D2 using 40 mm graded crushed stone aggregate in foundations, filling and mass concrete.

M&L for PCC 1:2:4 type B1 using 20mm graded stone aggragate as in bed blocks, bed plates, coping etc including weathering slightly rounded or chamfered angles and throating making groves for fixing of man hole cover including necessary form work

M&L for precast RCC 1:2:4 type B1 using 20mm graded crushed stone aggregate as in landings, cover slabs (for man holes, drains etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including placing in position and set in CM (1:6) complete all as specified & as directed. Note :- Reinforcement shall be measured and paid for separately.

M&L for cement concrete (1:3:6) type C2 using 40 mm graded crushed stone aggregate as in surface channels and drains and benching including finishing the top of benching even and smooth using extra cement. Note : Forming fair finished channel for drain using extra cement shall be measured and paid for separately.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stopped ends etc.

M&L Plain cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) set in cement mortar 1:6 as in coping of brick masonry wall including weathering slightly rounded or chamfered angles and throating as directed including necessary formwork complete all as specified& directed by Engr-in-Charge.

Cleaning of all blockages of Nahani trap/floor trap, bottle trap, gully trap, P or S traps of WCs, 100 mm/75 mm dia CI pipe stacks upto 1st Manhole, CI/SGSW pipe between gully trap & 1st Manhole, CI Tee/Door bends etc to maintain internal sewage system in the area of AGE B/R - II (City area) with and including manual/pressure cleaning pump & flexible rods and other necessary equipments complete all as specified and directed by Engr-in-Charge. Note : (i) Contractor or his authorised representative collect such type of complaints from AGE B/R - II complaint cell at 8.30 AM on daily basis except sunday /Holiday. No extra payment shall be made on account of collection of complaint. (ii) Complaint must be completed within 24 hours without any fail otherwise recovery shall be made double the market rate to the contractor.

Cleaning of Sewage line of 100mm bore from gully traps, grease traps etc. upto 1.5 m deep by removing all filtn/silt, foreign materials and other deposits whatsoever completely and making the line free from all obstacles and testing the flow of sewer line evenly, smoothly by filling water. The cleaning operation will be carried out in suitable lengths by blocking the first and last manholes of sewage line and removing the silt/sludge & other deposits out side of MD land in covered van/trolley, all as specified & directed.

All as per description of serial item No. 17.00 here-in-before but sewage line of 150 mm bore and depth of sewage line upto 1.50 m.

Cleaning of septic tank of any capacity or description including cleaning and pumping out fluid, cleaning of sludge from compartment of septic tank including intercepting chamber & washing down with water complete and removing the sludge in covered van/trolley out side the MD land, complete, all as directed.

Cleaning of manholes depth upto 1.5 mtr by removing all silt, sludge, any other materials making clean and flushing with water complete incuding removal of spoils out side MD land and taken out cover slab and reset in the same position after cleaning and testing all as specified and directed. cleaning shall be done either manually or mechanically as required and directed by Engr-in-charge.

All as per description of serial item No 20.00 here-in-before but depth exceeding 1.5m and not exc 3m deep complete all as specified and directed.

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

M&L mild steel (TMT bar)10mm dia and over cut to length bent to shape reqd, incl, cranking benching spirally for copying for columns hooking ends and bending with and including MS wire annealed wire not less than 0.9 mm dia.

M&L for use and waste of form work to soffits of suspended slabs such as roof slab, floor slabs, landings and similar work, n.exc 200mm thick flat, rough finished surfaces of cencrete complete all as specified and directed.

M&L form work to edges of concrete flats, treads, breaks in floors, windows cills, concrete railings, floor and roof n.exc 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10 cm but n exc 20 cm wide complete all as specifed and directed.

M&L M-25 RCC using 20mm graded stone aggregate in for slabs sopported on walls ,beams and columns in floors ,roofs, soak well, septic tank slab etc 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 all as directed.

M&L for rendering 15mm thick in cement mortar 1:4 on brick/stone masonry surfaces or surfaces of brick/Stone work of walls, finishing the surface even & smooth without using extra cement complete all as specified.

M&L rendering 10mm thick in cement mortar 1:6 on fair faces of brick masonry or concrete surfaces of walls, finished even & smooth without using extra cement complete all as specified.

M&L for washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand ) furrowing the under layer with cratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings complete all as specified

Excavation in trenches not exc 1.5m wide and not exc 1.5m deep for foundation or for shafts, walls, manholes etc not exc. 10 Sqm on plan and getting out in soft/loose soil.

All as per serial item No. 31.00 here-in-before but depth exc 1.5m and not exc 3m

Returning, filling in, including spreading, leveling watering and well ramming in layers not exc 25 cm thick in soft/loose soil.

Removal of excavated soil/ material to a distance not exc 50 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified.

Demolition and breaking up 150mm bore drain pipes, salt glazed stone ware set in cement mortar including PCC haunching and bedding, complete.

Demolition and breaking up 200mm bore drain pipes, salt glazed stone ware set in cement mortar including PCC haunching and bedding, complete.

M&L for 150mm bore reinforced concrete pipe, class NP2, laid and jointed (in CM 1:1) complete with collars all as specified & as directed.

M&L for 200mm bore reinforced concrete pipe, class NP2, laid and jointed (in CM 1:1) complete with collars all as specified & as directed.

M&L for PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate in bedding to NP2 drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 150 mm bore pipe all as specified and as directed.

M&L for PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate in bedding to NP2 pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 200 mm bore pipe all as specified and as directed.

M&L for cutting into existing manholes / Septic tank for connecting new drains 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 B1 smooth finished and reforming benching as required for 150mm bore pipe.

All as per serial item No. 41.00 here-in-before but for 200mm bore pipe.

Reinforced Concrete pipes, class NP2, laid and jointed complete with collars bore in pipe in 300mm complete all as specified and directed.

S&F 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints / solvent cement joints laid in trenches or in floors complete all as specified including dismantling of PCC & taking out old unserviceable 110mm bore PVC pipe with fittings & making good disturbed area complete all as specified & directed.

S&F for 50mm thick steel fibre reinforced (SFRC) man hole cover with iron frames (medium) complying to the standard specifications as mentioned in the IS 12592 BIS standard minimum load bearing capacity 5 ton/Sqm in square, rectangular or circular shape complete all as specified & as directed.

S&F for 75mm thick steel fibre reinforced (SFRC) man hole cover with iron frames (medium) complying to the standard specifications as mentioned in the IS 12592 BIS Standard minimum load bearing capacity 5 ton/Sqm in square, rectangular or circular shape complete all as specified & as directed.

S&F in repairs salt glazed stone ware gully trap square or round mouthed type 'P' of size 150 x 150 mm with CI grating, setting & jointing with cement with grouting surrounding gully trap with PCC 1:3:6, type C1 block 30x30x45cm together with necessary form work, excavation & earth work in soft/loose soil, complete, all as specified and as directed.

M&L cement concrete 75mm thick 1:2:4 type B-2 using 40mm graded stone aggregate as in pathways/hardstanding laid in alternate ways, each panel not exceeding 3.00 Sqm finished the surface even and fair without using extra cement and joint to be filled with Bituminous mastic filling including necessary form work complete all as specified & directed.

M&L cement concrete 75mm thick 1:4:8 type D-2 using 40mm graded stone aggregate as in sub base of floor fcomplete all as specified & directed.

M&L for 40mm thick PCC 1:2:4 type B -1 using 20 mm graded aggregate as in flooring complete all as specified & directed by Engr-in-Charge.

S&F glass dividing strips, 3 mm thick and 28mm width complete all as specified

M&L for 100 mm thick PCC 1:4:8 type D -2 using 40 mm graded aggregate as in sub base of path/hardstanding complete all as specified & directed by Engr-in-Charge.

Dismantling of stone slabs and tiles of any description or thickness as in floors, pavings, aprons, pathway etc laid dry or laid dry and pointed complete all as specified & directed.

M&L for rubber moulded concrete colour tiles with grey cement pigment of size 300 mm x 300 m x 22-25 mm thick laid over and including 20 mm thick cement mortar screed in CM 1:6 as in floors complete all as specified and directed.

M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade of 80 mm thickness, with grey cement and no pigment laid over sand cushing complete all specified and directed. Note :- Sand cushioning will measured and paid seperately.

S&F for machine pressed precast concrete coloured interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade with grey cement and pigment laid over sand cushing complete all as specified & directed. Note :- Sand cushioning will measured and paid seperately.

All as per item No 56.00 herein before but except tiles (old tiles to be re-used).

Supply and laying of sand including spreading, levelling and ramming in layers n.exc. 25 cm thick in each layer complete all as directed

M&L precast (Factory casted) cement concrete kerb stone casted in PCC (1:2:4) type B-1 using 20mm graded stone aggregates with plan or interlocking joints (as directed) with solid blocks, exc. 10cm in width and setting and jointed in cement mortar 1:6 complete all as specified & directed.

All as per item No 59.00 herein before but except cement concrete Kerb stone (old stone to be re-used) set in CM 1:4.

M&L for preparation of kerb stone, new un-treated concrete or plastered surfaces of any description over 10cm girth or width, not otherwise described and applying two coats of synthetic enamel paint in black and white colour over a coat of primer complete all as specified and directed.

M&L for preparation of kerb stone,old painted concrete surfaces or plastered surfaces of any description over 10cm girth or width, not otherwise described and applying one coat of synthetic enamel paint in black and white colour complete all as specified and directed.

Dismantling fencing wire mesh,any type including Mild steel bars, flat iron, nuts & bolts etc complete all as specifeid and directed.

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion in natural ground and making good disturbed ground. Complete all as specified and directed.

Dismantling structural steel work including door gate but excluding frame trusses making goods staples.

Excavating in post holes (or similar holes) each n exc 0.5 Cu.m, getting out in soft/loose soil and removing surplus soil to a distance n exc 50m 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 foundation filling and mass concrete in fixing of fencing post including necessary form work if required at site complete all as specified and directed.

S&F hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolt 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.

S&F mild steel screw bolts (Machine made) with hexagonal or square heads at one end and the screwed the other to be fitted with washers and one hexagonal or square but exc 5 cm but n.exc 10 cm long, dia of shank 5 to 10mm.

Supply only Chain link MS galvanisd fencing, any size or type complete all as specified and approved by GE.

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

M&L for mild steel round bars of 10 mm dia and over conforming to Grade E-165 (Fe 290) as in handles of man hole covers & similar works including necessary cutting etc and fixing in position complete all as specified & directed.

S&F in repairs galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)

M&L for treating ends of posts, backs of chowkhats, etc., area tarred exc. 0.1 Sqm but n.exc 0.5 Sqm each complete all as specified and directed.

M&L preparing new plastered surfaces of walls and applying two coats of cement base paint over a coat of primer complete as specified and directed.

M&L for preparation of new plastered surfaces of walls and applying three coats of white wash complete all as specified.

M&L for preparing new steel surfaces of any description width or girth exc 10 cm applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer all as specified.

All as per item No 77.00 above but n.exc 10 cm width or girth

M/s Laxmi Enterprises

shiva construction