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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 CrAccepted-AOC R MUTHUSAMY BROTHERS INDUSTRIAL COMPLEX T S NO 6 2 PALLADAM ROAD TIRUPPUR 641 604 | TIRUPPUR | TIRUPPUR | TAMIL NADU | 641604 | ₹13.1 Cr Quoted ₹14.1 Cr | L1 | Accepted-AOC Lowest Tenderer |
| 2 | L2₹14.5 CrRejected-Finance NEW NO H 98 1 PERIYAR NAGAR ERODE 638 001 | ERODE | TAMIL NADU | 638001 | ₹14.5 Cr | L2 | Rejected-Finance Among the 3 Bidders the Highest rate qouated by GMS Elegant Builders Pvt Ltd |
| 3 | L3₹14.6 CrRejected-Finance P AND C TOWERS 2ND FLOOR 140 PERUNDURAI ROAD ERODE 638 011 | ERODE | TAMIL NADU | 638011 | ₹14.6 Cr | L3 | Rejected-Finance Among the 3 Bidders the Highest rate qouated by P and C Projects private Limited |
Tender Value
₹13.0 Cr
EMD Value
₹6.6 L
Closing Date
3 Aug 2023, 3:00 pmClosed
Special Chief Engineer
Special Chief Engineer, WRD., Upper Palar Basin Circle, Vellore-6
Construction of Vented Causeway across Koundanya Mahanadhi river near Gangaiyamman Koil in Gudiyatham Town of Vellore District
2023_WRD_350612_1
e-Tender Short Term Notice No.01 UPBC /Vellore /F-
Open Tender
Civil Works
545 days
Gudiyatham
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹6.6 L
16 Jun 2024
26 Jul 2023
4 Aug 2023
26 Jul 2023
3 Aug 2023
26 Jul 2023
Amount
Earth work in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 m deploying earth moving macheneries and tippers including benching , formation of bunds, breaking clouds, sectioning etc complete.
Earth work excavation for foundation in all soil except hard rock requring blasting including shoring strutting and balingout water wherever necessary and refilling the sides of foundation with excavated earth including all les and lifts etc complying with standard specification.
Earth work in all soils except hard rock requiring blasting and conveying for formation of bund with an extra lead of every 100 metre or part there of deploying earth moving machinaries and tippers including benching, formation of bunds, breaking clods, sectioning etc., complete.-Average extra 2 leads for 2/3 quantity (excavated sand can deposited/ Spreaded in the river bed itself at 50-100m from D/s side of launching Apron)
Vibrated Cement Concrete of Grade M-10, Nominal Mix, 1:3:6, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELING COURSE UNDER FOOTINGS-1 Cum (Below sill level)
Providing and placing in position of plain cement concrete M 20 using hard blue granite broken stone jelly of size 20 mm mixing with mixer machine including the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick, compacting, consolidation, finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers
Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for CUT OFF WALL U/S,TOE WALL D/S AND RIGID APRON U/S
Providing and placing in position of plain cement concrete M 20 using hard blue granite broken stone jelly of size 20 mm mixing with mixer machine including the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick, compacting, consolidation, finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers
Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS, -
Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE ABUTMENTS AND WINGS.
Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.
Vibrated Reinforced Cement Concrete of grade M35 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB AND KERBS
Supplying,filling and packing with HBGS jelly 40 mm and 20mm size metals in inverted filter with 40 mm thick , etc., complying with standard specification and directed by the departmental engineers in charge of the work.
Gravel backing for apron and revetment of 15cm thick including the cost of grvel at site of work, ixing with water so as to form into stiff plastic balls and laying and finishing etc., complete as directed by the Engineer in charge of works and as per the technical specification.
Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc, complete.
Supplying, fabricating and placing in position of MS/RTS rods for all RCC works as per design given including cost of steel,binding wire, labour charges for cutting, bending, laying in position complete as per technical specifications and as directed by the Engineer in charge of works.
Plain Cement Concrete Grade M 15 Mix using 20mm maximum size machine broken stone aggregate for cut off walls as per drawing and specifications laying concrete, vibrating, compaction curing finshing as directed by the Engineer in charge of the works complying with technical specification
Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc., complete for Cutoff wall and Rigid apron.
Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc., complete for APPROACH SLAB.
Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc., complete for GUIDE POSTS.
Provision of dowels in the deck slab for fixed condition including cost of steel and other materials and labour charges and all other incidental charges etc., complete.
Provision of dowels in the deck slab for moveable condition including cost of steel and other materials and labour charges and all other incidental charges etc., complete.
Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for ixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab.
Supplying, fabricating of CC Blocks of size 1.50x1.50x0.9m with Plain Cement Concrete 1:2:4 using 40mm and down graded metal hard broken stone jelly for CC blocks including dewatering if found necessary and placing in position including ramming watering and curing etc., complete complying with standard specification as directed by departmental officers.
Granite rough stone dry packing for the specified thickness for apron using good size granite roughstone, properly wedged with quarry spalls including cost and conveyance of all materials to site labour charges for packing the same in position and all other incidental charges etc, complete for APRONS
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 2km for formation of Diversion Road.
Dewatering using diesel pump set having capacity 7.5HP includimg cost of hire charges, disesel, labour etc. complete complying with standard specification and as directed by the department oficers.
Regrading the river bed including jungle clearance deploying the heavy machinery like dozer on use hour basis including the cost of hire charges of machinery, crew charges, fuel transportation and all labour charges etc,. Complete complying with standard specifications and as directed by the departmental officers.
Supplying and fixing Bitumen Pad of 20 mm thickness conforming to IS 1838 for joints etc complete complying with standard specifications and directed by the departmental officers
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer using Carted Eath with a lead of 3km for filling of Approach Road.
98% Compaction
100% Compaction
Providing and laying Granular Sub-Base Grade- V consisting of well graded Material confirming to the grading given in Table No.400-1, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900.
Providing and laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-Base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base mix plant,spreading in nuiform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and ffine dressing for required grade and cross slope as shown on the drawing,equipment safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 406 and as directed by Engineer.
Proivding and laying of prime coat using Bitumen Emulsion at the rate of 7kg per ten Square Metre over the WMM surface preparatory to another construction over it.
Proivding and laying of Tack coat using Bitumen Emulsion at the rate of 2.50kg per ten Square Metre over the treated WMM surface preparatory to another construction over it.
Providing and laying Dense Bituminous Macadam 50 mm thickness which work shall consist of construction, using crushed aggregates, premixed with VG 30 Grade Bitumen at the rate of 4.00% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for DBM (Grade-II) . as per MORTH No. 111, 112, 505, 900.
Providing and laying Bituminous Concrete 40 mm thickness which work shall consist of construction using coarse aggregates premixed with VG 30 Grade Bitumen at the rate of 5.40% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for BC (Grade-II) as per MORTH No. 111, 112, 507, 900.
Providing and laying Gravel soling with clean good gritty gravel (CBR 8%) for sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in ;one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers.
Earthwork excavation in soft disintegrated 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 OF RETAINING WALLS.
Vibrated Reinforced Cement Concrete M30 Design Mix Using 40mm Metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for FOOTINGS OF RCC RETAINING WALLS.
Vibrated Reinforced Cement Concrete M30 Design Mix Using 40mm Metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS.
Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, conforming to IS:1786-1985, steel 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 wherever 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,Fe-500 grade.
GST 18% IN FIGURES
GMS Elegant Builders I Pvt Ltd
P&C Projects Private Limited
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