REPAIRS TO PATH HARD STANDING GARBAGE BIN AND OTHER MISC WORKS UNDER AGE BR I OF GE ND VISAKHAPATNAM

Amount

The rates quoted by the tenderer shall deemed to be inclusive for the following provisions in addition to the other conditions specified in the tender documents. No claim whatsoever shall be entertained at a later date on this account:- [i] The repairs shall be done by skilled workmen in the relevant field to the entire satisfaction of Engineer-in-Charge. The contractor shall engage sufficient manpower for the entire period so that progress of work shall not be hampered due to non availability of labour at any time. [ii] The contractor on getting information through Site order / Works diary regarding the nature of repair to be carried out, he shall immediately respond to the same and make all out efforts to carry out the same on priority within 48 hours. In case of any delay in responding / attending the repairs within 48 hours, the GE may at his absolute discretion impose penalty on the contractor at Rs. 100/- per day per each work ordered upto 05(Five) days and Rs. 200/- per day thereafter till completion of the work in case of delay without valid reasons as decided by GE. [iii] Further, the above penalty is applicable even for the multiple locations of work at the same period. It is the responsibility of contractor to make suitable arrangements for attending the repairs simultaneously at all the places. [iv] The decision of the GE as to whether a particular repair has been attended or not on a particular day will be final and binding. The above penalty shall be in addition to the provisions made in clause 50 of IAFW-2249 i.e (Compensation for delay in completion of work). NOTE:- Tenderers/bidders are advised to vist the site and quote their rate accordingly and no claim whatsoever in this regard shall be admissible at any later stage.

Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc., complete all as specified and directed.

M&L for Brick work with fly ash bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:6 complete all as specified and as directed.

M&L for Brick work with fly ash bricks, straight or curved on plan in any radius in half brick thick wall built in cement mortar 1:4 complete all as specified and as directed.

M&L for Walling of random rubble stone masonary , uncoursed, well bonded , bedded and solidly hearted built in cement mortar 1:6 complete all as specified and directed. Note:- The quoted rates shall be deemed to be inclusive of provision of bond stones as per SSR part-I and Part-II

M&L for Walling of random rubble stone masonary , uncoursed, well bonded , bedded and solidly hearted built in cement mortar 1:6 EXCEPT STONE complete all as specified and directed. Note:- The quoted rates shall be deemed to be inclusive of provision of bond stones as per SSR part-I and Part-II

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

Taking down plaster on brick or concrete surfaces including raking out joints for key and srubbing down with water etc complete all as specified and directed .

M&L for rendering 15 mm thick on fair faces of brick or concrete surfaces in CM (1:4) mixed with water proofing compound @3% of weight of cement and finishing the surface even and smooth without using extra cement complete all as specified and directed. Note:- water proofing compound shall be measured and paid seperately

M&L for rendering 10 mm thick on fair faces of brick or concrete surfaces in CM (1:4) including finishing surfaces even & smooth without using extra cement complete all as specified and directed.

Supply only integral water proofing compound of approved quality complete all as specified and directed.

Preparing new plastered surfaces of walls by using vaccume based hand held or long handle sander machine and applying Three coats of white wash by using auto roller complete all as specified and directed .

Surface Excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard / dense soil complete all as specified and directed

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth and getting out in any type of soil complete all as specified and directed.

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

Removing excavated soils to a distance exceeding 1.5 KM but not exceeding 5 Kms 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 Precast RCC 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in landings, cover slabs (for manholes), shelves including necessary formwork, and the like and set in CM 1:4 including dismantling old cover slabs and removing debris complete all as specified and directed.

M & L for TMT bars 10mm dia and over, as in reinforcement 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 complete all as specified and as directed.

Demolition of un-reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness, (Below or above ground level) complete all as specified and directed.

M & L for 75 mm thick PCC 1:3:6, type C-2, using 40 mm graded crushed stone aggregate as in flooring /plinth protection finished even and smooth without using extra cement complete all as specified and directed

M&L for 30 cm x 30 cm x 22 mm to 25mm thick Chequered cement concrete tiles in flooring, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade over and including 20 mm thick Cement mortar (1:6) screed bed or bedding layer of mortar for laying floor tiles including dismantling of old tiles complete all as specified and as directed.

M&L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigments complete over and including replacement of 50 mm thick sand filling with natural river sand under floors or in foundations including watering and consolidation including demolition of old paver blocks and sand complete all as specified and directed.

M&L for hardcore of broken stone of guage not exceeding 63 mm deposited,spread and levelled in layers not exceeding 15 cm thick , water and ramed to a true surface complete all as specified and directed.

M & L for 75 mm thick PCC 1:4:8, type D-2, using 40 mm graded crushed stone aggregate as in sub base of flooring finished even and smooth without using extra cement complete all as specified and directed

S&F framed work such as grills, gratings, etc with ends of bars shouldered and/or revited, or forged into spikes; framed guard bars; barred iron doors; gates, ladders; framed balusters; walk ways; railings; framework of water tanks and similar work confirming to Fe.290 Gde-E-165 including dismantling of old wrought iron or mild steel work complete all as specified and directed.

M&L for Preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer by using auto roller or airless sprayer machine complete all as specified and directed .

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

M&L for extra for forming fair finish to drain or channel surface not exceeding 80cm inner girth in cement concrete with using extra cement including necessary form work complete all as specified and directed.

M & L for 75 mm thick PCC 1:2:4, type B-1, using 20 mm graded crushed stone aggregate as in flooring finished even and smooth without using extra cement including necessary formwork complete all as specified and directed

M & L for Plain cement concrete type B1, (1:2:4) (using 20 mm graded crushed stone aggregate) in cast in situ in cills and other similar bands, plinth courses, parapets, copings, hold fast, bed plates and the like including necessary form work, weathering, slightly rounded or chamfered angles and throating as required complete all as specified and directed.

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

S&F in repairs for 0.50 mm thick pre-painted corrugated /'Z' profile galvalume roofing sheets as in roofing (in any location and any type) having high strength steel with minimum 550 Mpa strength hot dip coated with aluminium zinc alloy (55%aluminium and 45% zinc ) pre-painted with primer coat of 5 micron and coated with silicon modified polyester coating of 20 micron and alkalysed coating of 10 micron on reverse side. End rib, side over lap and over lap of sheets shall be designed for anti capillary activties to avoid any seepage of water through lateral overlap as per manufacturer's instructions, including fixing with self drilling and self tapping screws 5mm dia full threaded, all Kautex coated and fitted with EPDM washers in stainless steel. the screws shall be coated with anti-corrosive substance to ensure longer life and shall be fixed using drill guns for lead proof installation. Screws shall be of 'HILTI' make or equivalent as approved by GE , including taking down of existing roof sheeting of any type and size complete all as specified and directed. Note:- The quoted rates shall deemed to be inclusive of all the scaffoldings, ladders, cranes etc and T&P to reach roofs to fix the sheets , tenderers are advised to visit the site and quote their rates accordingly and no claim or nothing extra shall be admissible on this account at any later stage

S&Fin repairs for 0.50 mm thick pre-painted PLAIN galvalume roofing sheets as in roofing (in any location and any type) having high strength steel with minimum 550 Mpa strength hot dip coated with aluminium zinc alloy (55%aluminium and 45% zinc ) pre-painted with primer coat of 5 micron and coated with silicon modified polyester coating of 20 micron and alkalysed coating of 10 micron on reverse side. End rib, side over lap and over lap of sheets shall be designed for anti capillary activties to avoid any seepage of water through lateral overlap as per manufacturer's instructions, including fixing with self drilling and self tapping screws 5mm dia full threaded, all Kautex coated and fitted with EPDM washers in stainless steel. the screws shall be coated with anti-corrosive substance to ensure longer life and shall be fixed using drill guns for lead proof installation. Screws shall be of 'HILTI' make or equivalent as approved by GE , complete all as specified and directed. Note:- The quoted rates shall deemed to be inclusive of all the scaffoldings, ladders, cranes etc and T&P to reach roofs to fix the sheets , tenderers are advised to visit the site and quote their rates accordingly and no claim or nothing extra shall be admissible on this account at any later stage

Dismantling of Mild steel work of any description not otherwise provided for complete all as specified and directed

S&F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S.1161-1979 grade St.-240 complete all as specified and directed

M&L Mild steel work in Posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wires etc, including flat iron fillets and all necessary arrangement for fixing conforming to Fe 290 Gde-165 complete all as specified and directed

S & F in repairs M S galvanised chain link fencing of size 150mmX100mmX4mm inculding complete fixing of new line wires of 10 mm dia round bars including all fixing arrangements ,fixed with any of standards, rails, straining bolts, etc including provision of binding wires including dismantling of old fencing wire mesh and old line wires complete all as specified and directed. Note:- supply only of new Line wires shall be measured and paid seperately

Labour only for cleaning of covered drains of any size and type including removing and replacing of cover slabs including removal of all excavated silt and other material to any approved GVMC dumping yard outside MOD land complete all as specified and directed. Note:- Tenderer/bidder shall visit the site to check the size and condition of drains before quoting their rates against this Item no claim whatsoever in this respect shall be admissible on this account at any later stage.

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ESWAR ENTERPRISES

A BALA RAJU

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