Mining, Minerals & Quarrying Tender Results

(2.2.1) Construction of Tube Well from ground level and upto 100 mtr. depth to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications for removal of overburden. The work includes the cost of lowering of casing pipe, but excludes the cost of casing pipe. Nominal bore 200 mm dia.

(2.2.1) Construction of Tube Well from ground level and upto 100 mtr. depth to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications for removal of overburden. The work includes the cost of lowering of casing pipe, but excludes the cost of casing pipe. Nominal bore 200 mm dia.

Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rig or combination rig as required to suit the site condition as per the direction of the Engineer in charge including use of own rig with its accessories, tools and plant and consumables etc for lowering of 200mm/150mm dia G.I/P.V.C/M.S casing pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (G.I/ P.V.C/ M.S casing pipes if required to prevent collapse of overburden is to be provided by the contractor including lowering and withdrawing after completion of the tube well), 200mm dia to 400mm dia in overburden portion including packing of gravel supplied by the contractor for 400mm dia bore only

ply and Installation of IAAF approved, 15mm thick (Full PUR Cast-In-Situ) Synthetic Athletic Track Surface with SmarTrack Technology withClass-II certification by IAAF for Outdoor Running Track of 400m, including marking on the surface as per latest specifications of IAAF. The Installation Contractor shall provide the satisfactory Material Test Certificates from IAAF accredited Laboratory according to latest code of practice of IAAF, and obtain the Class-II certification for the Athletic Track. The Installation Contractor shall follow the Manufacturer's Specifications and Recommendations as regards to curing temperature, time and and moisture content in sub strate and weather condition. Approved Manufacturer Make: KONICA (Germany) / PORPLASTIC (Germany) / REKORTAN M 99 (USA) / EPI (Netherlands) Approved Makes for Ingredients: EPDMGranules (TERRA COTA colour) PORPLASTIC GmBH (Germany) / OTS (USA) SBR Granules (Black colour) PORPLASTIC GmBH (Germany) / OTS (USA) / MELOS GmBH (Germany) PU (Polyurehane) PORPLASTIC GmBH (Germany) / ADVANCE POLYMER TECHNOLOGY (USA) / BASF (Germany) All the Ingredient materilas shall be approved by the Manufacturer, the installation contractor shall check the quality of all the materials with their shelf life etc. before procurement of the same on Project site. The Manufacturer and Installer shall be approved by The Engineer-In-Charge.ISupplying and fiting the sunken slab area by Broken bricks by adding CICO NO 1 or approved equivalent admixture including applying two coats not less than 2 mm thick of TAPECRETE Acrylic Polymer Based Waterproof Coating, over the final coat of cement plaster 12 mm thick with cement sand mortar 13 mixed with water proofing compound like CICO No.1 at the rate specified in the manufacturer's specification after entire completion of laying pipes, sanitary fittings etc. Rate including all materials, labour charges, wastages with necessary lead and lifts, working at all levels, protecting the laid pipes and sanitary fittings, finishing the surface smooth to receive the top coat of water proofing application etc as complete with all respects complying with relevant standard specification and as directed by the Client/Engineer-in-charge. Including applying two coats not less than 2 mm thick of TAPECRETE- Acrylic Polymer Based Waterproof Coating, over the plastered surface as including final coat of cement plaster 12 mm thick with cement sand mortar 13 mixed with approved water proofing compound like CICO No.1 or approved equivalent conforming to IS 2645 at the rate specified by the manufacturer over coated surfacepreparation of surface, finishing, curing etc. all complete at all levels as per manufacturer's specifications and as directed.KSchedule - A - Outdoor Stadium with Landscape at Sports Complex - VOC PORTzManufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. completeÓ
Help Desk : Supply and Fixing Recetpion Table finished using 1mm Core Laminate over 19mm Ply as per the drawing. On all internal surface finished with 1mm laminate over 19mm ply. Laminate as per the architect choice. 150mm Projection for cove finished with Walnut laminate. Rate includes Acrylic Letters with back lit, Flexi ply, Flexi laminate, hardwares like channel, Hinges, kyboard tray, trolley, screw, adhesive all Material, Labour, lead shifting etc complete. ²
Conference Table: Supply and Fixing Conference Table, Top finished with 1mm Laminmate over 19mm Ply, Double facia with 40 x 2mm Edge band. Table legs are of 9mm Flexi ply shaped to round and support as per the drawing. Flexi ply also finished with 1mm laminate, Raceways and Modesty are of 19mm ply finished with .8mm Laminatge on both sides. Rate includes flip flop box, Vertibrae, Labour, all lead transport, Shifting etc complete. ¨
Supplying and fixing the best quality approved make of bip cock with C.P health faucet wall hook one metre long fixable tube,angle cock with wall flangle including cutting and making good the walls whewrever requred etc complete, complying with standerd specification and as directed by the department officers. the quality and make of health faucet should be got approved by concern department Engineer before use on work. Supply and fixing of25A Flush type Wall Socket 25ADPMCB complete set for ACP lugin flush with wall with earthconnection (For AC Plug)$Supply, fabrication, of GI /Copper earth flat of following size in provided trench, clamping in wall, ceiling, with suitable Clamps/ saddles, connecting the joints through bracing / welding covering with termination in the earth pits, Panels, Distribution boards and equipments with bitumen paint including accessories wooden plugs, screws, fastener etc., all inclusive Supply and run of 25mm x 6mm tinned copper flat with necessary clamps / supports on wall / floor / ground for earth connection 6Providing and Laying the Plain Cement concrete 1:4:8 (One cement Four sand and Eight broken Machine crushed stone jelly) using HBG Machine crushed stone jelly of size 40mm gauge for foundation and basement including de- watering if found necessary and laid in layers of not more than 15cms thick etc., including laying,compacting curing etc.,complete complying with standard specification and as directed by the departmental officers. The rates inclusive of Centering ,shuttering, strutting, propping,removal of form work if it is required and all leads ,lifts etc..
Plastering 15 mm thick for external surfaces with cement mortar 1:5 ratio (1 of cement : 5 of fine P.sand) including water proofing compound of  CICO No.1 or equivalent as per Manufacturer's Specification with sponge finish (washed sand finish) all complete as per specification and as directed. Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, scaffolding, stagging, providing drip bands, moulds, grooves to any size and shape as shown in drawings tools and plants, fuel, curing, cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge.@
Providing and constructing cast-in-situ hydraulic bored piles of specified diameter in accordance with the Structural Engineer s drawings and directions, but excluding reinforcement and concrete, including cost of mobilization of all necessary plants and equipment such as piling rigs, temporary casing of appropriate length for setting out cardinal points and removal of the same, boring in overburden through all strata up to the required foundation level of piles using bentonite mud circulation technique or any other approved method, complete as approved by the Departmental Engineer. The item includes dewatering, disposal of bored material outside the site, careful chipping and cutting off excess pile portion as required without damage to the piles, dressing the pile top, and removing all debris from the site, including cost of all tools, plants, conveyance, labour, lead and lift, etc., complete as directed. Conducting Standard Penetration Test (SPT) to identify the refusal strata for at least one pile per group and for at least 25% of the total piles, comparing the same with refusal strata identified in the soil investigation report, and providing socketing into refusal strata by 1.00 m or into hard rock by 100% of pile diameter. (Length of pile for payment shall be measured up to the bottom of the pile cap). Pile 30'' DiaԳ&Ձĉ倀爀漀瘀椀搀椀渀最 愀渀搀 挀漀渀猀琀爀甀挀琀椀渀最 挀愀猀琀ⴀ椀渀ⴀ猀椀琀甀 栀礀搀爀愀甀氀椀挀 戀漀爀攀搀 瀀椀氀攀猀 漀昀 猀瀀攀挀椀昀椀攀搀 搀椀愀洀攀琀攀爀 椀渀 愀挀挀漀爀搀愀渀挀攀 眀椀琀栀 琀栀攀 匀琀爀甀挀琀甀爀愀氀 䔀渀最椀渀攀攀爀ᤀ猠 搀爀愀眀椀渀最猀 愀渀搀 搀椀爀攀挀琀椀漀渀猀Ⰰ 戀甀琀 攀砀挀氀甀搀椀渀最 爀攀椀渀昀漀爀挀攀洀攀渀琀 愀渀搀 挀漀渀挀爀攀琀攀Ⰰ 椀渀挀氀甀搀椀渀最 挀漀猀琀 漀昀 洀漀戀椀氀椀稀愀琀椀漀渀 漀昀 愀氀氀 渀攀挀攀猀猀愀爀礀 瀀氀愀渀琀猀 愀渀搀 攀焀甀椀瀀洀攀渀琀 猀甀挀栀 愀猀 瀀椀氀椀渀最 爀椀最猀Ⰰ 琀攀洀瀀漀爀愀爀礀 挀愀猀椀渀最 漀昀 愀瀀瀀爀漀瀀爀椀愀琀攀 氀攀渀最琀栀 昀漀爀 猀攀琀琀椀渀最 漀甀琀 挀愀爀搀椀渀愀氀 瀀漀椀渀琀猀 愀渀搀 爀攀洀漀瘀愀氀 漀昀 琀栀攀 猀愀洀攀Ⰰ 戀漀爀椀渀最 椀渀 漀瘀攀爀戀甀爀搀攀渀 琀栀爀漀甀最栀 愀氀氀 猀琀爀愀琀愀 甀瀀 琀漀 琀栀攀 爀攀焀甀椀爀攀搀 昀漀甀渀搀愀琀椀漀渀 氀攀瘀攀氀 漀昀 瀀椀氀攀猀 甀猀椀渀最 戀攀渀琀漀渀椀琀攀 洀甀搀 挀椀爀挀甀氀愀琀椀漀渀 琀攀挀栀渀椀焀甀攀 漀爀 愀渀礀 漀琀栀攀爀 愀瀀瀀爀漀瘀攀搀 洀攀琀栀漀搀Ⰰ 挀漀洀瀀氀攀琀攀 愀猀 愀瀀瀀爀漀瘀攀搀 戀礀 琀栀攀 䐀攀瀀愀爀琀洀攀渀琀愀氀 䔀渀最椀渀攀攀爀⸀ 吀栀攀 椀琀攀洀 椀渀挀氀甀搀攀猀 搀攀眀愀琀攀爀椀渀最Ⰰ 搀椀猀瀀漀猀愀氀 漀昀 戀漀爀攀搀 洀愀琀攀爀椀愀氀 漀甀琀猀椀搀攀 琀栀攀 猀椀琀攀Ⰰ 挀愀爀攀昀甀氀 挀栀椀瀀瀀椀渀最 愀渀搀 挀甀琀琀椀渀最 漀昀昀 攀砀挀攀猀猀 瀀椀氀攀 瀀漀爀琀椀漀渀 愀猀 爀攀焀甀椀爀攀搀 眀椀琀栀漀甀琀 搀愀洀愀最攀 琀漀 琀栀攀 瀀椀氀攀猀Ⰰ 搀爀攀猀猀椀渀最 琀栀攀 瀀椀氀攀 琀漀瀀Ⰰ 愀渀搀 爀攀洀漀瘀椀渀最 愀氀氀 搀攀戀爀椀猀 昀爀漀洀 琀栀攀 猀椀琀攀Ⰰ 椀渀挀氀甀搀椀渀最 挀漀猀琀 漀昀 愀氀氀 琀漀漀氀猀Ⰰ 瀀氀愀渀琀猀Ⰰ 挀漀渀瘀攀礀愀渀挀攀Ⰰ 氀愀戀漀甀爀Ⰰ 氀攀愀搀 愀渀搀 氀椀昀琀Ⰰ 攀琀挀⸀Ⰰ 挀漀洀瀀氀攀琀攀 愀猀 搀椀爀攀挀琀攀搀⸀਀䌀漀渀搀甀挀琀椀渀最 匀琀愀渀搀愀爀搀 倀攀渀攀琀爀愀琀椀漀渀 吀攀猀琀 ⠀匀倀吀⤀ 琀漀 椀搀攀渀琀椀昀礀 琀栀攀 爀攀昀甀猀愀氀 猀琀爀愀琀愀 昀漀爀 愀琀 氀攀愀猀琀 漀渀攀 瀀椀氀攀 瀀攀爀 最爀漀甀瀀 愀渀搀 昀漀爀 愀琀 氀攀愀猀琀 ㈀㔀─ 漀昀 琀栀攀 琀漀琀愀氀 瀀椀氀攀猀Ⰰ 挀漀洀瀀愀爀椀渀最 琀栀攀 猀愀洀攀 眀椀琀栀 爀攀昀甀猀愀氀 猀琀爀愀琀愀 椀搀攀渀琀椀昀椀攀搀 椀渀 琀栀攀 猀漀椀氀 椀渀瘀攀猀琀椀最愀琀椀漀渀 爀攀瀀漀爀琀Ⰰ 愀渀搀 瀀爀漀瘀椀搀椀渀最 猀漀挀欀攀琀椀渀最 椀渀琀漀 爀攀昀甀猀愀氀 猀琀爀愀琀愀 戀礀 ㄀⸀ 洀 漀爀 椀渀琀漀 栀愀爀搀 爀漀挀欀 戀礀 ㄀ ─ 漀昀 瀀椀氀攀 搀椀愀洀攀琀攀爀⸀ ⠀䰀攀渀最琀栀 漀昀 瀀椀氀攀 昀漀爀 瀀愀礀洀攀渀琀 猀栀愀氀氀 戀攀 洀攀愀猀甀爀攀搀 甀瀀 琀漀 琀栀攀 戀漀琀琀漀洀 漀昀 琀栀攀 瀀椀氀攀 挀愀瀀⤀⸀ 倀椀氀攀 ㄀㠀✀✀ 䐀椀愀㐀★䀀अ
Providing and constructing cast-in-situ hydraulic bored piles of specified diameter in accordance with the Structural Engineer’s drawings and directions, but excluding reinforcement and concrete, including cost of mobilization of all necessary plants and equipment such as piling rigs, temporary casing of appropriate length for setting out cardinal points and removal of the same, boring in overburden through all strata up to the required foundation level of piles using bentonite mud circulation technique or any other approved method, complete as approved by the Departmental Engineer. The item includes dewatering, disposal of bored material outside the site, careful chipping and cutting off excess pile portion as required without damage to the piles, dressing the pile top, and removing all debris from the site, including cost of all tools, plants, conveyance, labour, lead and lift, etc., complete as directed. Conducting Standard Penetration Test (SPT) to identify the refusal strata for at least one pile per group and for at least 25% of the total piles, comparing the same with refusal strata identified in the soil investigation report, and providing socketing into refusal strata by 1.00 m or into hard rock by 100% of pile diameter. (Length of pile for payment shall be measured up to the bottom of the pile cap). Pile 24'' DiaԳ&!䌀湯牴捡⁴潎›㐠䌵⽅䍒♍䵂㈯㈰ⴵ㘲Ⱦ匁甀瀀瀀氀礀 愀渀搀 䤀渀猀琀愀氀氀愀琀椀漀渀 漀昀 䘀䤀䘀䄀 愀瀀瀀爀漀瘀攀搀 匀礀渀琀栀攀琀椀挀 䘀漀漀琀戀愀氀氀 吀甀爀昀 眀椀琀栀 唀嘀 爀攀猀椀猀琀愀渀琀 昀爀漀洀 䄀洀攀爀椀挀愀Ⰰ 䔀甀爀漀瀀攀 愀渀搀 䄀甀猀琀爀愀氀椀愀渀 爀攀最椀漀渀 漀渀氀礀 挀漀渀昀漀爀洀椀渀最 琀漀 䘀䤀䘀䄀 儀甀愀氀椀琀礀 匀琀愀渀搀愀爀搀 愀猀 瀀攀爀 琀栀攀椀爀 䰀愀琀攀猀琀 吀攀挀栀渀椀挀愀氀 匀瀀攀挀椀昀椀挀愀琀椀漀渀 䘀䤀䘀䄀 ㄀㔀⸀ 椀渀挀氀甀搀椀渀最 匀䈀刀 刀甀戀戀攀爀 最爀愀渀甀氀攀猀 愀猀 瀀攀爀 洀愀渀甀昀愀挀琀甀爀攀爀ᤀ猠 爀攀挀漀洀洀攀渀搀攀搀 焀甀愀渀琀椀琀椀攀猀Ⰰ 甀渀氀漀愀搀椀渀最 愀渀搀 猀琀愀最椀渀最 漀昀 爀漀氀氀猀Ⰰ 猀攀眀椀渀最 漀昀 猀攀

Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rig or combination rig as required to suit the site condition as per the direction of the Engineer in charge including use of own rig with its accessories, tools and plant and consumables etc for lowering of 200mm/150mm dia G.I/P.V.C/M.S casing pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation(G.I/P.V.C/M.S casing pipes if required to prevent collapse of overburden is to be provided by the contractor including lowering and withdrawing after completion of the tube well), 200mm dia to 400mm dia in overburden portion including packing of gravel supplied by the contractor for 400mm dia bore.

10000556 Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rigs or combination drilling rigs (1200cfm/300psi) as required to suit the site condition as per the direction of Engineer-in-charge including use of own rigs with its accessories,tools and plant and consumables etc for lowering of 200mm dia PVC pipes for housing fitted with socket and with or without well screen as per tenecessity for soft,medium,hard and boulder formation (PVC casing pipes if required to prevent collapse of overburden is to be provided by the contractor including lowering and with drawing after completion of the tube well).(Icluding both LABOUR FOR DRILLING 200MM DIA UPTO 30 MTR. & LABOUR FOR DRILLING 150MM DIA FROM 30 MTR TO 150 MTR including all.) CONSIDER FOR 150 MTR DEPTH. Ground Floor