State Industries Promotion Corporation Of Tamil Nadu Limited Tender
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State Industries Promotion Corporation Of Tamil Nadu Limited - SIPCOT Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 Aug 2023
Closing Date19 Sep 2023
Tender Amount₹ 13,20,00,000
Costs
EMD
₹ 6,70,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_SIPCT_360769_1Bid Award Id
ViewTender No
NIT.No.26/CD/T.No.26/2023-24Tender Authority
State Industries Promotion Corporation Of Tamil Nadu Limited ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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Supply and laying NP2 class - 300mm dia pipes including collar as directed by SIPCOT officer etc., as per standard specificationand as directed by the SIPCOT officers.
400
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Forming embankment using excavated earth (20 Km internal lead) having CBR value not less then 8% which has to compacted properly and form a stable embankment including cost , loading and unloading and labour for proper setting out, stripping and storing the top soil, if necessary compacting the original ground by vibratory roller to have a relative compaction of required proctor density, spreading the materials uniformly over the entire width of embankment in layers of not exceeding 250 mm compacted thickness, breaking clods, watering with all leads for water, compacting to 95% proctor density for the soil below the top of 0.5 meter height of subgrade under optimum moisture content with moisture content adjusted in the range of one per cent (1 %) above and two percent (2%) below the optimum moisture content determined as per IS. 2720 (Part VII) with power roller rolling and other construction equipments approved by engineer-in-charge and finishing the embankment at 95% proctor density including compaction to specified requirement, working in narrow width of embankment including hire and fuel charges for all tools and plants and all other incidental charges etc. Complete as per MORTH standard specification and as directed by the SIPCOT officer. (Forming Embankment at 95% Compaction)
24166
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Forming embankment using excavated earth from box cutting available from the site including spreading charges, labour charges, loading and unloading charges by using Machineries, Consolidation etc., complete as per standard specification and as directed by SIPCOT Officers.
16
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Forming Subgrade using carted earth with a conveyance of 20Km having CBR value not less than 8% which has to compacted properly and form a stable embankment including cost , loading and unloading and labour for proper setting out, stripping and storing the top soil, if necessary compacting the original ground by vibratory roller to have a relative compaction of required proctor density, spreading the materials uniformly over the entire width of embankment in layers of not exceeding 500 mm compacted thickness, breaking clods, watering with all leads for water, compacting to 97% proctor density for the soil 0.5 meter height of sub grade under optimum moisture content with moisture content adjusted in the range of one per cent (1 %) above and two percent (2%) below the optimum moisture content determined as per IS. 2720 (Part VII) with power roller rolling and other construction equipments approved by engineer-in-charge and finishing the embankment at 97% proctor density including compaction to specified requirement, working in narrow width of embankment including hire and fuel charges for all tools and plants and all other incidental charges etc. Complete as per MORTH standard specification and as directed by the SIPCOT officer.(Forming Subgrade at 97% Compaction)
20818
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Construction of Granular Sub - Base (GSB) to the required compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading- V of Table 400 - 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev.-5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges, etc., complete as per the standard specification as per clause 401 of MORTH Rev.-5 and as directed by the SIPCOT officers.
3814
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Construction of Granular Sub - Base (GSB) to the required compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading- III of Table 400 - 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev.-5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges, etc., complete as per the standard specification as per clause 401 of MORTH Rev.-5 and as directed by the SIPCOT officers.
3354
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Providing and laying, spreading and compacting graded stone aggreates to Wet Mix Macadam Base Course of 250mm compacted thickness specification in two layers of 150mm thick each or else as specified on the prepared sub base by providing approved Coarse graded material conforming to Table 400 - 13 and satisfying the physical requirement for material for WMM as per Table 400 - 12 of MORTH Rev.-5, including pre-mixing the materials with water at OMC in mechanical mix plant carriage of mixed matrerial by tipper to site laying in uniform layers with favours in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev.-5 and as directed by SIPCOT Officers.
5615
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Vubrated Reinforced Cement Concrete in M25 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transportating, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc.,complete as per relevant standard specification fo Profile corrective Course of CC pavement for profile corrective course as per calculation sheet enclosed and as directed by SIPCOT officers.
384
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Providing and laying Prime coat over wet mix macadam surface using 7.00 Kg bitumen for 10 sqm area including cost and conveyance of bitumen binder including labour charges for preparing the surface and applying the required quantity as tack coat by bitumen sprayer etc.complete as per clause 502 of MORT & H specifications and as directed by the SIPCOT officers..
22408
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Providing and laying Tack coat over treated wet mix macadam surface using 2.50 Kg bitumen to cut back for 10 sqm area including cost and conveyance of bitumen binder including labour charges for preparing the surface and applying the required quantity as tack coat by bitumen sprayer etc.complete as per clause 503 of MORT & H specifications.as directed by the SIPCOT officers.
22408
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Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503- over Cement Concrete Surfaces as per standard specifcation and as directed by SIPCOT Officers.
1403
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Providing and laying to 95-100mm thickness Dense Bituminous macadam using 0.40 cum of 37.50 -13.20 mm IRC size graded metal 0.35 cum of 13.20 - 2.36mm IRC graded metal and 0.36 cum of 2.36mm and below IRC size HBG metal with 71.30 kg of VG40 bitumen for premixing for 10 Sq.meter includin cost and conveyance of all materials to CMP site including cost and conveyance of bitumen and other materilas to CMP site heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hoti mix plant 20-30 tonnes capacity, conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 95 mm with mechanical paver to the specified grades and cross sections and compaction by vibratory Pneumatic Roller to the required density etc., including labour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire,fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper ttrucks, paver finisher/9 m paver finisher, vibratary/Pneumatic Roller, and al other tools & plants required including fuel and all other incidental charges etc., complete asper specification using CMP as per clause 505 MORTH REV. V Specification and as per directed SIPCOT Officers.(Grade I)
2293
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Providing and laying 40mm compacted thickness bituminous concrete using 0.13 cum of 19.0 - 9.5 mm graded IRC size HBG metal 0.17 cum of 9.5-2.36mm IRC graded metal and 0.26 Cum. of 2.36 mm and below size graded metal with 50.30 of bitumen grade VG 40 confirming to IS 73 for pre mixing for 10 Sq. meter and using materials as per table 500 - 17 and staifying the physical requirement for material for course aggregates for BC as per table 500 - 16 of MORTH REV-V including cost and conveyance of all materials to CMP site , heating the bitumen andaggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capacity, conveyin the mix by tipper trucks to paver site spreading the mix in required temperature for uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidation 80-100 kn vibratory/Pneumatic road roller to the required density etc., includinglabour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire, fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper trucks, paver finaisher/9 m paver finisher /Vibratory/Pneumatice road roller , and all other tools and plants requried, including fuel and all other incidental charges etc., complete as per specification using CMPP as per clause 507 OF MORTH REV. specification and as directed by SIPCOT Officers. (Grade II)
953
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Providing Cast-in-situ Barrier type kerbs having bottom width of 165mm anf top width of 115mm and to a height of 585mm size (with 20mm chamfered edges at top) on both sides with vibrated cement concrete of M 2o using 20m ISS metal including cost and conveyance of all materials to work site incluidng labour charges for mixing, laying, curing etc including Form work charges for kerbs and including rendering smoothing the exposed surfaces with CM 1:3 without claiming extra including Painting two coats black and white cover the CC surfaces with approved synthetic Enamel paint etc., including all labour charges, hire and fuel charges for the tools and plants employed and as per the standard specification and in accordance with the drawings appended here with and as directed by the SIPCOT officers etc., complete for Traffic island
47
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Construction of Single Cell Box culverts in the Approach road
-
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Dismantling the Cement Concrete walls, clearing away and carefully stacking materials useful for reuse for any thickness of walls etc, complete as per standard specification and as directed by SIPCOT Officers.
134
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Dismantling the RCC Slabs, clearing away and carefully stacking materials useful for reuse for any thickness of walls etc, complete as per standard specification and as directed by SIPCOT Officers.
20
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Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specification for dressing the bed up to sill level as per standard specification and as directed by SIPCOT Officers.
421
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Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation as directed by the SIPCOT officer.
234
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Vibrated Cement concrete in CC M 15 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for foundation.as directed by the SIPCOT officer.
63
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Vibrated Reinforced Cement concrete in M25 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification as directed by the SIPCOT officer. for CELL BOX
293
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Supply and fabrication of Fe – 500 steel with high strength corrosion resistant rebar (TMT Her Grade M) required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc. complete. as per standard specification and as directed by SIPCOT Officers.
20.17
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Providing and fixing of G.I. Drainage spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete as per standard specification and as directed by SIPCOT Officers.
10
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Vibrated Cement Concrete of grade M30 (Design Mix) using 25mm, 12mm,6mm ISS Graded HBGS Jelly including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, and incidental charges such as paling out water, complete as per relevant standard specification, as directed by the SIPCOT officer.wearing coat of 75mm uniform thickness over deck slab and approach slab etc. complete as per standard specification and as directed by SIPCOT Officers.
177
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Vibrated cement concrete of grade M20 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of form work, soft water, labour charges for mixing transporting, laying, and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting, etc, complete as per relevent standard specifications for as directed by the SIPCOT officer. Wings walls, Toe walls, Curtain walls & parapet wall..
210
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Providing Street Lights Arrangements at 30m intervals including Hugh Mast Lights etc
-
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Supply and Erection of 10 m length G.I Steel Tubular pole with Single bracket made up of 3 section of GI pipe with 5.2m m length of 139.7mm dia and 4.5mm thick and 2.40 length of 114.3m dia and 4.5mm thick and 2.40mm length of 88.90mm dia and 3.25mm thick complete with ms base plate of size 300 x 300 x 6mm at the bottom. The pole shall be provided with a suitable Arms suitable for mounting LED 120W Modular type street light luminaire. The Arms shall be length and size as specified in the drawing enclosed including the cost of Pole Pedestal foundation.( for Single Collar) etc. complete and as directed by the SIPCOT officers.
76
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Supplying, installation testing and commissioning of 120 wat LED modular type light fitting including wiring from Loop out box to the luminaire in the bracket on the pole with insulated Copper conductor wire etc. complete including fixing charges and using material ladders and laying jointing of 3 core x 2.5 sqmm copper cable from fitting to pole box fuse unit including cost of material and labour etc. complete and as directed by the SIPCOT officers.
76
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Supplying, installation testing and commissioning of out door Street lighting distribution pillar made out of 16 SWG sheet steel metal incorporated with 1 No 100amps TPN rewirable fuse switch and 32A 6 way fuse DB provided with 440 V coil and 1 No 63 amps TP conductor with 440 V coil and 1 No. 24 Hrs timer of L & T make with its control wiring power interconnection with 7/16 copper wire from main switch to contactor and contactor to fuse DB pillar fabricated with front double door arrangements with locking facility painted with one coat of primer and 2 coats of aluminum finish. The pillar to be erected with suitable angle iron frame pedestal with concrete grouting etc, complete as per standard specification and as directed by SIPCOT Officers
2
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Fabrication, supply and installation of TNEB Power distribution pillar box outdoor type of size 1250 mm x 900 mm x 300 mm made out of 16 SWG MS sheet steel with lockable door, with 1 No. 100 A TPN rewirable fuse switch and 32 A 4 way fuse DB with 12 Nos. 63A porcelain fuse cut-outs with 1No. copper earth link and neutral link and 1 No. of 63 A TP Contactor with 230 V Coil and 1 No. of 24 Hours Timer of L & T make or equivalent with its contorl wiring, power interconnection with 7/16 copper wire from main switch to contactor and contactor to fuse DB etc., complete. The pillar painted with one coat of red-oxide and 2 coats of aluminium finish as required by TNEB etc., The pillar to be installed in angle iron frame pedestal with concrete grouting etc. including cost and conveyance of all materials and labour including pedestal concrete and angle iron frame pedestal etc. complete as per standard specification and as directed by SIPCOT Officers.
2
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Supply and installation of cabinet type class 1 & 2 combined model SPD to arrest surges and over voltages in the power line due to lighning switching action etc. they must be installed in the incoming MCC panel / DB of the respective buling in parallel to the power circuitr. Model: PSV4/12.5/400TT (3 phase power network) etc. complete as per standard specification and as directed by the SIPCOT officers.
2
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Supply , laying and jointing of size of 3 1/2 core x 50 sq.mm PVC armoured LTUG Aluminium cable with ISI mark in a trench to be excavated at a depth of 0.75 m, and routing the cable into the 90 mm dia. HDPE Pipes laid completely and refilling the earth to make good and as per standard specification. (Excluding the cost of HDPE Pipes and laying the same into trenches will be extra) etc.complete as per standard specification and as directed by the SIPCOT officers.
160
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Supply , laying and jointing of size of 2 core x 25 sq.mm PVC armoured LTUG Aluminium cable with ISI mark in a trench to be excavated at a depth of 0.75 m, and routing the cable into the 90 mm dia. HDPE Pipes laid completely and refilling the earth to make good and as per standard specification. (Excluding the cost of HDPE Pipes and laying the same into trenches will be extra) etc. complete as per standard specification and as directed by the SIPCOT officers.
2878
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Supply, laying, jointing and testing of 2 core x 2.50 sq.mm PVC insulated SC unsheathed Cu.cable conductor cable of 1100 V grade with necessary jointing materials etc., complete including cost and conveyance of cable and labour charges for laying the cable etc. complete complying with appropriate specification / standards and as directed by SIPCOT Officers etc. complete as per standard specification and as directed by the SIPCOT officers.
1100
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Earthing as per the ISI specification with an earth electrode of 2.10 m class "B" GI Pipe of dia. Not less than 40 mm , with copper earth plate of size 125 mm x 50 mm x 6 mm, with necessary funneling arrangements and masonry work , 38 mm RCC Cover slab for brick masonry etc., complete as per standard specification and as directed by SIPCOT Officers.
2
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Coil earth to street light poles with 8 SWG GI wire of 11.50 mtrs. of length in which 10 mtrs of total length compressed in to a coil of one metre length connected suitable with hexagonal earth bolt of size 8 mm x 25 mm welded on the pole at one end with a coil position fixed on the earth etc., complete as per standard specification and as directed by the SIPCOT officers.
76
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Supply, delivery and laying of 50 mm dia HDPE Pipes including cost and laying charges into trenches etc., complete as per standard specification and as directed by SIPCOT Officers.
3050
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Supply, delivery and laying of 50 mm OD - 4 Kg/sq.cm PVC Rigid Pipes including cost and laying charges into Pole pillars for connecting cable into Poles etc., complete as per standard specification and as directed by SIPCOT Officers.
80
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Dismantling of existing Pump room
-
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Dismantling of Flooring with PCC 1:4:8 using 40mm metal including top plastering with CM 1:3, 12mm thick etc. complete as per standard specification and as directed by the SIPCOT officers.
4.89
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Dismantling of Brickwork in CM 1:6 etc. complete as per standard specification and as directed by the SIPCOT officers.
9.6
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Dismantling of RCC 1:1.5:3 using 20mm HBS etc. complete as per standard specification and as directed by the SIPCOT officers.
0.72
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Dismantling of Weathering course over RCC roof including fixing one course of pressed tiles etc., complete as per standard specification and as directed by the SIPCOT officers.
5.57
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Dismantling of MS door of size 0.90 x 2.10m(Single leaf) in MS angle 50mmx 50mm x6mm, and MS flat 35mmx 35mm x6mm with MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locking arrangement using 20mm square MS (including removal of frames, hinges and fastenings) etc. complete as per standard specification and as directed by the SIPCOT officers
2
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Charges for Shifiting of existing electrical services to the newly constructed pump room upto 50 HP 37KW (which includes LT meter panel board, 6 Nos. Suitable fuse carriers) etc. complete as per standard specification and as directed by the SIPCOT officers.
3
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Providing water supply system including pump room for vallakottai village panchayat
-
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Supply and delivery, Lowering, Laying and Jointing of 100mm DI Pipes including earth work excavation to the required size and as per standard specification as directed by the SIPCOT Officers. From existing Borewell to Proposed sump near Sundalleri.
1300
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From Proposed sump to Exisiting OHT near Vallakottai Murugan temple
1000
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D.I. Flanged Socket as per IS 9523/2000 100mm dia
36
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D.I.Flange spicot as per IS 9523/2000 100mm dia
40
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Supply and Fixing of 50mm size C.I. Double Air Valve as per ISI 14845/2000
2
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M.S 100mm Saddle Piece
2
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50mm G.I. Flanged Set
2
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50mm Nipple
2
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Supply and delivery of DI/ D/F Gate Sluice Valve (soft seated) resilient seated soft sealing Gate Valves (Sluice Valve) with body bonnet of ductile cast iron of Grade GGG 40 or equivalent grade, Wedge fully rubber lined with EPDM replaceable spindle nut without gland packing and with 3 O-Ring protection on the shaft and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS 5163-89/ISI 14846-2000/DIN 3202 F4. All the valves should be with electrostatic powder coating both inside and outside with pocket less straight through body passage. All the valves are to be compatible for buries application with pressure rating PN 10/16 etc. complete as per standard specification and as directed by the SIPCOT officers.
4
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Supply and Fixing of 50mm size C.I. Double Air Valve as per ISI 14845/2000
4
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Supply and fixing of M.S 100mm Saddle Piece
4
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Supply and fixing of 50mm G.I. Flanged Set
8
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Supply and fixing of 50mm Nipple
4
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Testing of pipes for water supply with hydraulic testing equipment by filling with water (including cost of water) and testing to recommended pressure in convenient stretches and attending the bursts if any occurred during the test, excluding the cost of pipes but including other incidential and operational charges etc., complete as per satndard specification and as directed by the SIPCOT officers. Upto 100mm from exisiting borewell to Proposed sump near Sundalleri
1300
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Upto 100mm from Proposed sump near Sundalleri to existing OHT near Vallakottai Murugan temple
1000
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Barricading Work (Where there is less traffic, areas and broader roads etc.,) for laying of pipeline using casurina poles at 1.50m centre to centre (8cm to 10cm dia and 1.80m height) vertical with horizontal poles in three rows including painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 75mm dia reflectors including earthwork excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete as per standard specification and as directed by SIPCOT Officers. From existing Borewell to Proposed sump near Sundalleri.
1300
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From Proposed sump to Existing OHT near Vallakottai Murugan temple
1000
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Construction of Masonry valve pit for sluice valves and air valves for fixing the valves including earth work excavation refilling wherever necessary cement concrete 1:4:8 using 40mm HBG metal for levelling course brick work in CM 1:5 for side wall, plastering with CM 1:3, 12mm thick, RCC 1:2:4 using 20mm HBG stone jelly for cover slabs, providing cut stones in CM 1:3 including supply, fabrication and placing in position of RTS grill including centering shuttering changes and fixing surface box, valves and specials in position, refilling the sides of the pits etc., Complete as per standard specification and as directed by the SIPCOT Officers. For 100mm size valve (1200 X 750) for Sluice Valve and Air Valve
4
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For the jointing the pumping main from existing borewells for 40mm x 30mm GI reducer
4
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50mm x 40mm GI reducer
4
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100mm x 50mm GI reducer
4
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50mm G.M Gate valves
4
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Earthwork excavation and depositing on bank with initial lift of 2.00m in hard stiff clay, Stiff Black cotton soil, hard red earth, shales, Murram etc., as per SS 20 B. etc. complete as per standard specification and as directed by the SIPCOT officers.
12.99
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PCC 1:4:8 (one cement, four M sand and eight aggregate) using 40mm HBS jelly for foundation etc., complete as per standard specifiication and as directed by the SIPCOT officers.
2.56
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Earth filling in basement with excavated earth including ramming & consolidation etc., complete as per standard specifiication and as directed by the SIPCOT officers.
5.78
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Providing Sand filling with M-sand including watering etc., complete etc., complete as per standard specifiication and as directed by the SIPCOT officers.
1.86
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Brickwork in CM 1:6 (one cement and six M.sand) using best country bricks of size 8 3/4" x4 1/4" x2" etc., complete as per standard specifiication and as directed by the SIPCOT officers.
6.86
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RCC 1:1.5:3 (One cement, one and a half M sand and three aggregate) using 20mm HBS jelly including curing etc., complete etc., complete as per standard specifiication and as directed by the SIPCOT officers..
1.98
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Centering charges for lintel and roof slab including strutting etc., complete as per standard specifiication and as directed by the SIPCOT officers.
10.57
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Plastering the brick work with CM 1:5 (one cement and five sand) - 12mm thick including curing etc., complete etc., complete as per standard specifiication and as directed by the SIPCOT officers.
82.75
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Ceiling plastering in CM 1:3 (one cement and three sand ) , 10mm thick including curing etc., complete etc., complete as per standard specifiication and as directed by the SIPCOT officers.
9.84
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Flooring with PCC 1:4:8 (one cement, four M.sand and eight aggregate ) using 40mm metal including top plastering with CM 1:3 (one cement and three sand), 12mm thick etc. complete as per standard specification and as directed by the SIPCOT officers.
3.86
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-
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Supply and fixing of MS door of size 0.90 x 2.10m(Single leaf) in MS angle 50mmx 50mm x6mm, and MS flat 35mmx 35mm x6mm with MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locking arrangement using 20mm square MS etc. complete etc., complete as per standard specifiication and as directed by the SIPCOT officers.
2
-
-
... More
Supply fabrication and fixing in position of RTS rods including cost of steel and binding wire etc., complete etc., complete as per standard specifiication and as directed by the SIPCOT officers..
0.82
-
-
... More
Supply and fixing of RCC post box type jolly of size 0.60mx0.45m etc. complete etc., complete as per standard specifiication and as directed by the SIPCOT officers.
2
-
-
... More
Colour washing two coats with approved cement paint for the cement plastered surfaces etc.complete etc., complete as per standard specifiication and as directed by the SIPCOT officers.
78.15
-
-
... More
White washing two coats for ceilling area etc. complete etc., complete as per standard specifiication and as directed by the SIPCOT officers.
9.04
-
-
... More
Weathering course over RCC roof including fixing one course of pressed tiles etc., complete etc., complete as per standard specifiication and as directed by the SIPCOT officers.
11.14
-
-
... More
Provision of lock and key for pump room etc. complete as per standard specifiication and as directed by the SIPCOT officers.
2
-
-
... More
Levelling the site etc. complete as per standard specification and as directed by the SIPCOT officers.
800
-
-
... More
Shifting of 100KVA transformer substation near M/s. Rajratan Global wire Ltd due to road widening and including tansformer yard earthening etc. complete etc., complete as per standard specifiication and as directed by the SIPCOT officers.
1
-
-
... More
Transformer substation erection charges etc. complete etc., complete as per standard specifiication and as directed by the SIPCOT officers.
1
-
-
... More
Shifting of TNEB existing 3 phase 4 wire with pole size 0.20m x 0.1m x 17m to be shifted for a distance of 8m from the proposed center of the road with 4 wire system including laying the pole, pole cable, wire with concrete bed for pole foundation and providing staywire earthing including dismantling charges with shifting poles and deposit to TNEB etc. complete etc., complete as per standard specifiication and as directed by the SIPCOT officers.
30
-
-
... More
Construction of 1 Lakh litre UG sump near Sundalleri
-
-
-
... More
Earthwork excavation in hard stiff clay, black cotton, hard red earth, shales,murrams, ordinary gravel stoney earth mixed with 50% fair sized boulders etc.,with an initial lead of 10m and lift of
2m. and as directed by SIPCOT Officers.For Foundation First depth of 0 to 2 m
-
-
-
... More
FOR HSC, HRE
48.28
-
-
... More
FOR SDR
24.14
-
-
... More
FOR DMR not requiring blasting
24.14
-
-
... More
2nd depth of 2m to 3m
-
-
-
... More
FOR DMR not requiring blasting
12.07
-
-
... More
Filling with clean river sand complying with standard specification including watering ramming and consolidation etc.,complete etc., complete as per standard specifiication and as directed by the SIPCOT officers. Sand filling
7.24
-
-
... More
Levelling coarse in cement concrete 1:4:8 (one cement,four sand and eight aggregate) using 40mm hard broken stone for foundation and leveling coarse including cost of all materials, mixing,placing, ramming, curing,
finishing etc., complete etc., complete as per standard specification and as directed by the SIPCOT officers.
-
-
-
... More
PCC Laying (beyond 1.5 m and upto 4.5 m from GL)
7.24
-
-
... More
Reinforced Cement Concrete with 1:1.5:3 Design Mix for the members excluding the cost of reinforcement and
fabricating, centering, shuttering and strutting charges but including the cost of all materials, mixing, placing in
position, lifting, vibrating, finishing & curing, etc. complete.etc., complete as per standard specifiication and as directed by the SIPCOT officers.Beyond 1.50 m & upto 4.50 m below GL
14.76
-
-
... More
Reinforced Cement Concrete with M30 Design Mix for the following members excluding the cost of reinforcement and fabricating, centering, shuttering and strutting charges but including the cost of all materials, mixing, placing in position, lifting, vibrating, finishing & curing, etc. complete. etc., complete as per standard specifiication and as directed by the SIPCOT officers.
-
-
-
... More
Upto 1.50 m Below GL
5.71
-
-
... More
Upto 4.5m above GL from GL
13.8
-
-
... More
Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and
strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25 X 25
X 3mm for boarding laid over Silver Oak joists of size 10cm X 6.5cm space at 10cm c/c and supported by Casurino Props 10cm - 13cm spaced at 75cm c/c etc., complete etc., complete as per standard specifiication and as directed by the SIPCOT officers.
-
-
-
... More
For 0.00 to 3.30 M (Plane Surface)
0.92
-
-
... More
For 0.00 to 3.30 M (Curved Surface)
147.28
-
-
... More
For 0.00 to 3.30 M (FOR ROUND COLUMN)
-
-
-
... More
FOR CIRCULAR COLUMN
1.65
-
-
... More
For 3.30 to 4.30 M (Plane Surface)
35.19
-
-
... More
For 3.30 to 4.30 M (Curved Surface)
10.19
-
-
... More
Supplying, fabricating and placing in position of RTS rods for reinforcement including cost of steel and binding
wire, labour charges etc., complete as per standard specification and as directed by SIPCOT Officers.
For RCC Works
31.91
-
-
... More
Providing and fixing of cut stone (Rough dressed) set in CM 1:3 of size 0.45 X0.45 X 0.15M at site including cost of
all materials, labour charges, curing etc., complete as per standard specification and as directed by SIPCOT Officers.
1
-
-
... More
Providing 110 mm dia PVC Ventilating cowl including cost of all materials , fixing in position on the roof slab with
mosquito proof net arrangement and etc., complete and as directed by SIPCOT officers.
2
-
-
... More
Supply,Delivery and fixing of SFRC Manhole cover of following size including cost of all materials, fixing etc , complete and as directed by SIPCOT Officers. Size 0.60m x0.60m
2
-
-
... More
Providing pipe connection work for Service Reservoir. Rate including supply & laying of
pipes, specials and valves etc., complete etc., complete as per standard specifiication and as directed by the SIPCOT officers.
1
-
-
... More
Painting two coats using cement paint including cost of cement paint cost of all materials, labour
charges, etc., complete and as directed by SIPCOT Officers.
45.27
-
-
... More
Supplying and fixing in position of RCC in side access lader of using 20mm size HBS jelly
including cost of all materials, centring, shuttering,strutting, fabrication and placing in position of
reinforcement, finishing, curing etc., complete etc., complete as per standard specifiication and as directed by the SIPCOT officers.etc., complete as per standard specifiication and as directed by the SIPCOT officers.
1
-
-
... More
Provision for supply & fixing of MS ladder including Painting etc. complete etc., complete as per standard specifiication and as directed by the SIPCOT officers.
1
-
-
... More
Refilling the foundation with excavated Soil (other than sand) in layers of not more than 15cm thick, watering, well ramming, consolidating, complying with standard specification and as directed
by SIPCOT Officers.
18.36
-
-
... More
Painting SIPCOT emblem on the sump as directed by SIPCOT officers
3
-
-
... More
Supply , delivery and fixing of enameled water level indicator of approved design and pattern (graduation in metric system) with required all accessories etc. complete as per standard specification and as directed by SIPCOT Officers. (The rate including loading , unloading, conveyance charges but excluding GST)
1
-
-
... More
Supply and delivery of open well submersible pump set conforming to IS 14220/2002 and as amended thereafter and BEE 3 star rated capable of discharging the following duties due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze mixed type impeller, CI FG 200 grade casing and brass screws and rotor shall be of copper rod as per IS 613/1984 with ISI mark. Duty 500 lpm x 25m etc. complete as per standard specifiication and as directed by the SIPCOT officers.
1
-
-
... More
Inlet & Overlow arrangements
-
-
-
... More
Supply and Delivery of following size of C I D / F pipes and specials for inlet arrangements.
INLET ARRANGEMENTS
-
-
-
... More
100 mm X 2.75 m C I D / F PIPE
78.25
-
-
... More
100 mm 90 deg D/F Bend
17
-
-
... More
100 mm X 90 degree CI D/F Duck foot Bend
26
-
-
... More
100 mm CI flgd / skt tail piece
16
-
-
... More
Supply and Delivery of following size of C I D / F pipes and specials for inlet arrangements.
OVERFLOW ARRANGEMENTS
-
-
-
... More
100 mm X 2.75 m C I D / F PIPE
78.25
-
-
... More
100 mm x 1.00 m C I D / F PIPE
33.8
-
-
... More
Laying of GI / CI D/F pipes and specials to proper grade and alignment cxcluding cost of pipes and specials and jointing materials etc. complete as per standard specifications and as directed by SIPCOT Officers
-
-
-
... More
Inlet pipe 100mm CI D/F
2.75
-
-
... More
Overflow pipe 100mm CI D/F
2.75
-
-
... More
Jointing the CI Double flanged pipes and specials with rubber insertion to the required specifications with M.S bolts and nuts complete and testing the pipes to the required pressure with water (including cost of jointing materials) complete as per standard specifications and as directed by SIPCOT officers.
-
-
-
... More
Inlet pipe 100mm CI D/F
4
-
-
... More
Overflow pipe 100mm CI D/F
6
-
-
... More
Earth work excavation and depositing on bank with an initial lead of 10 M, and a lift of 2 M in hard stiff clay, black cotton, hard red earth, shale's, murrums, ordinary gravel, stony earth and earth mixed with 50% fair sized boulder for laying pipes including refilling the trenches as per standard specifications and as directed by SIPCOT officers.
1
-
-
... More
Providing Barbed wire fencing around the existing borewells near M/s.Rajratan Global wire Ltd.
-
-
-
... More
Supplying and Fixing of GI Barbed wire Fencing 10 Gauge and 2 Ply four pronged to the RCC pillar post including cost of Barbed wire with required length.The Barbed wire to be laid horizontally 12 rows and 7 vertical and two diagonally each bay using continuous wire by bending curve etc.The fencing should be tied with Galvanized binding wire and RCC pillar post etc., including cost and conveyance of barbed wire to work site etc completeetc., complete as per standard specifiication and as directed by the SIPCOT officers during executing work.
140
-
-
... More
Manufacturing of RCC precast fencing post with a size of 0.15x0.15 m at bottom and 0.1x0.1 m at top with a length of 2.40 m with RCC 1:2:4 (20 mm HBG metal) including mouldingcuring making holes in the RCC post to easily insert the barbed wire to hold good tight for tying of fencingand tying with the barbed wire with Galvanized binding wire etc, complete as directed by the SIPCOT officers during executing work.
72
-
-
... More
Fixing of RCC precast post by earth work excavation in all side with the size of 0.45x0.45x0.60 m and laying of PCC 1:5:10 alaround the posts including conveyance charges etc complete as per standard specifiication and as directed by the SIPCOT officers.
72
-
-
... More
Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete etc., complete as per standard specifiication and as directed by the SIPCOT officers.
80
-
-
... More
Providing for Barbed fencing around the existing borewells near M/s. Foxconn Industrial Housing site
-
-
-
... More
Supplying and Fixing of GI Barbed wire Fencing 10 Gauge and 2 Ply four pronged to the RCC pillar post including cost of Barbed wire with required length.The Barbed wire to be laid horizontally 12 rows and 7 vertical and two diagonally each bay using continuous wire by bending curve etc.The fencing should be tied with Galvanized binding wire and RCC pillar post etc., including cost and conveyance of barbed wire to work site etc complete as per standard specification and as directed by the SIPCOT officers. during executing work.
140
-
-
... More
Manufacturing of RCC precast fencing post with a size of 0.15x0.15 m at bottom and 0.1x0.1 m at top with a length of 2.40 m with RCC 1:2:4 (20 mm HBG metal) including mouldingcuring making holes in the RCC post to easily insert the barbed wire to hold good tight for tying of fencingand tying with the barbed wire with Galvanized binding wire etc, complete as per standard specifiication and as directed by the SIPCOT officers. during executing work.
72
-
-
... More
Fixing of RCC precast post by earth work excavation in all side with the size of 0.45x0.45x0.60 m and laying of PCC 1:5:10 alaround the posts including conveyance charges etc complete as per standard specifiication and as directed by the SIPCOT officers.
72
-
-
... More
Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete etc., complete as per standard specifiication and as directed by the SIPCOT officers.
80
-
-
... More
Sub Total of Total Amount in Column BA (ie. Qty x Unit Rate)
-
-
-
... More
Added GST of 18%
1
-
-
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