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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC | ₹1.5 Cr | L1 | Accepted-AOC Lowest Amount Quoted |
| 2 | L2₹1.6 Cr+₹3.9 L (2.52%)Rejected-Finance | ₹1.6 Cr+₹3.9 L (2.52%) | L2 | Rejected-Finance Highest Amount Quoted |
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
15 Jun 2023, 3:00 pmClosed
The district Collector,Mayiladuthurai
The district Collector office ,Mayiladuthurai
CONSTRUCTION OF BRIDGE ACROSS KOVILAN VADIKAL AT KM 3/900 OF KEELAVELI SANTHAPUTHUR THERKKIRUPPU VIA KALIKAVALPURAM ROAD IN SIRKAL BLOCK MAYILADUTHURAI DISTRICT (TN 09-449) PMGSY III BATCH I (2022-23)
2023_RDTN_125353_1
TN09449
Open Tender
Civil Works - Bridge Construction
Item Rate
540 days
Keelaveli
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹3.2 L
The district Collector office ,Mayiladuthurai
21 Aug 2023
24 May 2023
15 Jun 2023
24 May 2023
15 Jun 2023
29 May 2023
25 May 2023
Amount
Construction of Bridge across Kovilan Vaikkal at Ch.3/900 of Keelaveli Santhaputhur road at Edakudivadapathi Panchayat in Sirkali Block at mayiladuthurai District
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank as per SS20B with allleads and lifts and all other incidental charges such as bailingout water shoring strutting, walling & forming protective bundswherever necessary etc complete as per relevent standardspecification for DRESSING THE BED UPTO SILL LEVEL AND FLEXIBLE APRON.
Earth work excavation in all classes of soils except hard rockrequiring 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 providing and maintaining necessarycofferdams, sheeting, shoring, bracing and their subsequentremoval, removal of all logs, stumps and other deleterious matterand obstructions, trimming bottom of excavation backfilling, andclearing the site and disposal of all surplus materials etc., complete as per relevent standard specification for FOUNDATION OF RAFT AND CUT OFF WALLS
Earth work excavation in all classes of soils except hard rockrequiring 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 providing and maintaining necessarycofferdams, sheeting, shoring, bracing and their subsequentremoval, removal of all logs, stumps and other deleterious matterand obstructions, trimming bottom of excavation backfilling, andclearing the site and disposal of all surplus materials etc., complete as per relevent standard specification for FOUNDATION OF TOE WALLS OF REVETMENTS AND FLEXIBLE APRON
Vibrated Reinforced Cement Concrete of grade M20 design mix using 40mm, 20mm & 10mm HBG metal including cost and conveyance of all materialsto site and cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concreteworking at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, struttingetc., complete as per relevent standard specification for CUTOFF WALL (BELOW SILL)
Reinforced Cement Concrete of grade M30 design mix using 20mm & 10mm HBG metal including cost andconveyance of all materials to site and cement at site including cost of formwork, soft water, labour charges for mixing,transporting,laying & curing concrete working at depths,Tools and Plants and incidental charges such as maintaining of protective bunds cofferdams, horing, strutting etc., complete as per relevent standard specification for Raft Foundation (BELOW SILL)
Vibrated Cement Concrete of grade M15 nominal mix using 40mm, 20mm & 10mm HBG metal including cost andconveyance of all materials to site and cement at site including cost of formwork, soft water, labour charges for mixing,transporting,laying & curing concrete working at depths,Tools and Plants and incidental charges such as maintaining of protective bunds cofferdams, horing, strutting etc., complete as per relevent standard specification for Base course below Raft
Filling inside the raft with clean good coarse M.sand including cost and conveyance of sand to work site, laying, handling charges andfilling in layers , tamping under optimum moisture content to get the maximum density including watering,with all leads of water andall other incidental charges etc. complete
Vibrated Cement Concrete of grade M20 design mix using 40mm, 20mm & 10mm HBG metal including cost and conveyance of all materialsto site and cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concreteworking at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, struttingetc., complete as per relevent standard specification for SUBSTRUCTRE OF ABUTMENT , WING AND PIER(Above sill level)
Providing and fixing seepage pipes of 100mm PVC pipes ofrequired lengths for abutments and wings including cost andconveyance of all materials to worksite, cost and labour for900mm dia semi-spherical backfill arrangements with 100mm sizebroken granite chips at the periphery and labour charges for fixing, etc., complete as per drain the backfill .
Reinforced cement concrete M30 design mix using 20mm & 10mm ISS gradedhard granite crushed stone including cost and conveyance of allmaterials to site and cement at site excluding cost and fabrication of steel but including formwork and centering, softwater, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing,working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per specification for BEDBLOCK Cum DIRT WALL OVER ABUTMENTS .
Providing and fixing KRAFT paper for full width of seating of deck slab and including cost and conveyance to worksite, labour forfixing the same in correct position and all other incidentalcharges etc., complete
Vibrated reinforced cement concrete M30 (Design mix) using 20mm & 10mm ISS graded hard granite broken metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering soft water labour charges for mixing, transporting, placing in, position vibrating and compacting finishing and curing concrete,working at heights, hire charges for tools and plants, including all other incidental charges etc complete as per Specification for RCC DECK SLAB
Providing and fixing 300mm thick PVC EXPANSION JOINT inbetween deck slabs over abutment and pier as shown in the drawingincluding cost and conveyance of expansion joints including shalimar pad and joint sealent etc., complete.
Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's ( Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305-4-4 etc., complete
Filling behind Abutments and wings with clean gritty gravel to including cost and conveyance of gravel to worksite, laying,handling,charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other charges etc complete FOR FILLING BEHIND ABUTMENT AND WINGS
Supply and fabrication of CRS S-500 steel required for all RCC items of works involved in the schedule including cost of steel at site including cost of fabrication, labour charges for cleaning the rods strengthening, cutting bending,tying grills, including applying anti corrosive treatment, including overlaping to the required length wherever necessary and placing the 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, CRS S-500 grade including suitable anticorrosive treatment.
Vibrated Cement Concrete of grade M15 (nominal mix)using 40mm, 20mm & 10mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing, transporting, laying and curing concrete working in heights and Hire charges for Tools and Plants and all other incidental chargesetc., complete as per relevent standard specification for BASE COURSE BELOW APPROACH SLAB
Vibrated reinforced cement concrete M30 (Design mix) using 20mm & 10mm ISS graded hard granite crushed stone including cost and conveyance of all materials site & cement at site excluding cost and fabrication ofsteel but including formwork & centering softwater labour charges for mixing, transporting,placing in, position vibrating and compacting finishing &curing concrete, working at heights, hire charges for tools & plants,including all other incidental charges etc complete as .per standard specification for APPROACH SLAB
Vibrated Cement Concrete of grade M30design mix using 20mm & 10mm ISSsize graded HBG metal including cost and conveyance of all materials to site and cement at site including all labour charges for mixing concrete laying,vibrating Hire charges forTools and Plants, compacting, curing with all leads of soft water,including and all other incidental charges form work 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
Vibrated reinforced cement concrete M40 (Design mix) using 20mm & 10mm ISS graded hard granite crushed stone including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering,soft water labour charges for mixing transporting, placing in position vibrating and compacting finishing and curing, working at heights, hire charges for tools and plants, including all other incidental charges etc complete as per standard specification for RCC Crash barrier over Deck Slab
Vibrated Cement Concrete of grade M20 using 40mm, 20mm & 10mm ISS HBG metal including cost and conveyance of allmaterials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing, transporting laying and curing concrete working at depths Tools and plants Tools and Plants and all other incidental charges etc. completeas per standard specification for Crash Barrier type Parapet
Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawings SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them inposition etc., complete
Providing and making Gabion structure with mechanical woven Double twisted Hexagonal shaped wire mesh gabion boxes as per IS 16014:2012, MORTH Clause 2500, of required size, Mesh type 10 x 12 (D=100mm with tolerance of +-2 %) Zinc coated, Mesh wire diameter 3.0mm, Mechanically edged / Selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per m of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied at 3% by weight of gabion boxes, filling with boulders with least dimension of 200mm, as per drawing, all complete as per direction of Engineer - in - charge
Enamel painting for Crashbarrier and handrail using two coat of enamel paint
Whitewashing for Abutment and Pier Substructure using two coats of freshly burnt Shell lime
Provision for Coffer Dam
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
Earthwork excavating & depositing on bank with initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum, gravel, stoney earth and earth mixed with small size boulders SS 20 A including laying and spreading in layers of 250 mm loose thick each , sectioning , watering and compacting etc, complete as per MOST 301 - 305.
Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.
Dewatering using 5 HP diesel engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., Complete.
Provision for Toe Wall and pitching (as per Sub Estimate)
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Cement concrete 1 : 2 : 4 mix using 40mm down graded HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Below Sill Level )
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Providing and laying pitching on slopes with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301
Provision for Bridge Slab Load test
Logo board
Sign board
Citizen board
Name board
Maintanance board
Towards the charges for routline maintenance of the bridge work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost For the First Year from the date of completion of work
For the First Year from the date of completion of work
For the Second Year from the date of completion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
AAKASH CONSTRUCTION
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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