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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC NO 60 PILLAYAR KOVIL STREET THONDANTHULAS VILLAGE POST KATPADI TALUK VELLORE DISTRICT 632202 | VELLORE | VELLORE | TAMIL NADU | 632202 | ₹1.7 Cr | L1 | Accepted-AOC L1 quoted less then tender value |
| 2 | L2₹1.7 Cr+₹1.7 L (1.03%)Rejected-AOC | ₹1.7 Cr+₹1.7 L (1.03%) | L2 | Rejected-AOC L2 quoted greater then tender value |
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
9 Jan 2025, 3:00 pmClosed
The Project Director
The Project Director,DRDA Vellore.
VELLORE DISTRICT CONSTRUCTION OF MINOR BRIDGE ACROSS PEYAR RIVER NEAR PERUMAL KOIL AT ONGAPADI PANCHAYAT OF ANAICUT BLOCK UNDER STATE FUND 2024-25 PACKAGE NO 01.
2024_RDTN_513063_1
DIPR/5540/Tender/2024
Open Tender
Civil Works - Bridges
Item Rate
180 days
The Project Director, DRDA Vellore.
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹1.8 L
The Project Director,DRDA Vellore.
5 Feb 2025
21 Dec 2024
9 Jan 2025
21 Dec 2024
9 Jan 2025
21 Dec 2024
6 Jan 2025
Amount
VELLORE DISTRICT CONSTRUCTION OF MINOR BRIDGE ACROSS PEYAR RIVER NEAR PERUMAL KOIL AT ONGAPADI PANCHAYAT OF ANAICUT BLOCK UNDER STATE FUND 2024-25 PACKAGE NO 01.
Earth work excavation in all classes of soil except hard rock requiring blasting and depositing with all leads and lifts as per SS20B including cost of all lboue equipments and all other incidental charges such as bailing out water providing and maintaining necessary coffer dams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, curbs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for REVETMENT TOE WALL.
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank as per SS 20B with all leads and lifts and all other incidental charges such as baling out water shoring strutting, walling and forming protective bunds wherever necessary, etc., complete as per relevant standard specification, for DRESSING THE BED UPTO SILL LEVEL
Vibrated Cement Concrete of grade M15 using 40 mm, 20 mm and 10 mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cos t of formwork, soft water, labour charges for mixing, transp
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, transporti
Vibrated Cement Concrete of grade M20 (nominal mix 1:2:4) using 40 mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cos t of formwork, soft water, labour charges for mixing, tra
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, tra
Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wngs 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
Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to work site, labour charges for fixing the same in the correct position and all other incidental charges et., complete.
Vibrated reinforced cement concrete M30 (Design mix) using 20mm & 12mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel, but including all labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, and all other incidental charges, etc., complete for DECK SLAB
Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work sit
Filling behind Abutment and Wing walls with clean gritty gravel including cost and conveyance of grave 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 incidental charges, etc., complete
Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete.
Supply and fabrication of Fe-500 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
Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4, using 40mm 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 , transpor
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,
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,
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,
Vibrated Cement Concrete M20 grade, Nominal Mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, and curing concrete, working
Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawing 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
Manufacturing and fixing cement blocks of size 250 x 250 x300mm in CC 1:2:4 nominal mix 15 using 20mm ISS Sixe HBG metal including cost and conveyance of all materials to worksite and cement site including conveyance and handling charges for the same at b
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of un
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of un
Provision for Approach Road
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.
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4
Construction of embankment using tractor with grader with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth)
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
Construction of Granular Sub base Grade III by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method)
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc., Complete
Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete
Providing and laying Bituminious concrete to 30mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central ho
Providing and fixing Name board
Providing and fixing of Retro Reflectorised Cautionary, Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09,Type IV Specification and Fixed over 1.5 mm thick Aluminium Sheet
60 Cm Equilateral triangle (Cautionary) sign Board
Chevron signs
Reflector
Guard stone
Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Diversion Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment using tractor with grader with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Tech
Construction of Granular Sub base Grade III by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and p
WETMIX MECADAM
NP3 PIPE
Retainingwall
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Ch.20-35 (Both Side)
Ch.70-90 (Both Side)
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete.
Ch.20-35 (Both Side)
Ch.70-90 (Both Side)
Cement concrete 1:3:6 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete. (Below Sill)
Ch.20-35 (Both Side)
Ch.70-90 (Both Side)
Cement concrete 1:3:6 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete. (Below Sill)
Ch.20-35 (Both Side)
Ch.70-90 (Both Side)
Centering for the sides and soffits CC items including all cost and conveyance and all labour charges etc., complete. (Below Sill)
Ch.20-35 (Both Side)
Ch.70-90 (Both Side)
Centering for the sides and soffits CC items including all cost and conveyance and all labour charges etc., complete. (Above Sill)
Ch.20-35 (Both Side)
Ch.70-90 (Both Side)
GST Amount for providing service to Government contract works for the above construction works. { GST amount is the Total GST amount for total overall quoted amount above this row in column "BB" for all works in this package}
HINDUSTHAN ENTERPRISES (BID ID -1229200)
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