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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAccepted-AOC 609 702 | NAGAPATTINAM | TAMIL NADU | 609702 | ₹3.7 Cr | L1 | Accepted-AOC Least Rate Quoted Bid Accepted |
| 2 | L2₹3.8 Cr+₹3.9 L (1.05%)Rejected-AOC MADURAI | ₹3.8 Cr+₹3.9 L (1.05%) | L2 | Rejected-AOC High Rate Quoted The Bidder Rejected |
| 3 | L3₹3.8 Cr+₹4.7 L (1.26%)Rejected-AOC NO 11 SATTAIYAPPAR SANNATHI NAGAPATTINAM 611 001 | NAGAPATTINAM | TAMIL NADU | 611001 | ₹3.8 Cr+₹4.7 L (1.26%) | L3 | Rejected-AOC High Rate Quoted The Bidder Rejected |
| Sl No | Description | Qty | Unit | Sri Balaji Builders L2 | UDHAYAM CONSTRUCTIONS L3 | JEEVE CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00Strengthening of Vellapallam Fisherman Colony Road km 0/0 - 3/300 at Vellapallam in Thalanayar Block | ||||||
| 2.00Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | ||||||
| 3.00 | in Km 0/0-3/300 | 3,960 | Sq.Mtr | 6 ₹23,760 Lowest | 6 ₹23,760 Lowest | 6 ₹23,760 Lowest |
| 4.00Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A | ||||||
| 5.00 | in Km 0/0-3/300 | 4,453.83 | cum | 142 ₹6,32,443.86 | 142 ₹6,32,443.86 | 140 ₹6,23,536.2 Lowest |
| 6.00Earthwork excavation in all classes of soil except hard rook reuaring blasting ans deposting on bank with all leads and lifts as per SS20B including cost of all labour charges materiols tools qeipment and all including charges compacting with vibatery soil compacter watering including all hire and fuel charges for tools and plantes up the site and disposal of all sueplus matreils etc completed as per standerd sepcication for EMBANKMENT/SUB GRADE | ||||||
| 7.00 | in Km 0/0-3/300 | 1,485 | cum | 141 ₹2,09,385 | 141 ₹2,09,385 | 139 ₹2,06,415 Lowest |
| 8.00 | Construction of subgrade for 100mm depth by using picked material obtained from the existing surface by mechanical means and then adding 50% of defict materials by using carted earth obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.( subgrade using U.S.gravel) | - | - | - | - | - |
| 9.00 | in Km 0/0-1/0 | 538.43 | Cum | 663 ₹3,56,979.09 | 663 ₹3,56,979.09 | 657 ₹3,53,748.51 Lowest |
| 10.00 | in Km 1/0-2/0 | 537.62 | Cum | 666 ₹3,58,054.92 | 666 ₹3,58,054.92 | 659 ₹3,54,291.58 Lowest |
Tender Value
₹3.9 Cr
EMD Value
₹3.9 L
Closing Date
11 Sept 2025, 3:00 pmClosed
Project Director, DRDA, Nagapattinam
DRDA, Collectorate Campus, Nagapattinam
Strengthening of Vellapallam Fisherman Colony Road km 0/0 - 3/300 at Vellapallam in Thalanayar Block
2025_RDTN_599293_1
Nagapattinam Dt/MGSMT-Ph-III/4437/2025-11
Open Tender
Civil Works - Roads
Item Rate
180 days
Collectorate campus Nagapattinam
As per Tender Documents
8 documents required · 8 mandatory
₹0
₹3.9 L
Yes
11 Oct 2025
1 Sept 2025
11 Sept 2025
1 Sept 2025
11 Sept 2025
1 Sept 2025
Amount
Strengthening of Vellapallam Fisherman Colony Road km 0/0 - 3/300 at Vellapallam in Thalanayar Block
Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A
Earthwork excavation in all classes of soil except hard rook reuaring blasting ans deposting on bank with all leads and lifts as per SS20B including cost of all labour charges materiols tools qeipment and all including charges compacting with vibatery soil compacter watering including all hire and fuel charges for tools and plantes up the site and disposal of all sueplus matreils etc completed as per standerd sepcication for EMBANKMENT/SUB GRADE
Construction of subgrade for 100mm depth by using picked material obtained from the existing surface by mechanical means and then adding 50% of defict materials by using carted earth obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.( subgrade using U.S.gravel)
Construction of Granular Sub base 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) .
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
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.
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over BT surface using 2.5Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat
Providing and laying Bituminous Mecadam to 50 mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II)-Providing and laying Bituminious concrete to 40mm 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 hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
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
Provision for Hectametre Stones Size 0.90m x 0.15m x 0.15m
Provision for Kilometre Stones Size 1.65m x 0.45m x 0.15m
Provision for Sign Board
Construction of RCC 1.50M Span Slab Culvert @ CH : 185
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead and lift including all labour charges and incidental charges such as shoring strutting providing coffer dams baling out water and other item which may be necessary or convenient to the successful completion of the excavation to the bottom of foundation and of back filling in a compacted condition a quantity of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc. complete for foundation as per standard specification for Retaining wall and pipe culverts as per SS20B
Culvert @ Ch. 0/185
Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling
Culvert @ Ch. 0/185
Cement concrete 1:4:8 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works
Culvert @ Ch. 0/185
Cement concrete 1:3:6 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works Below Sill
Culvert @ Ch. 0/185
Cement concrete 1:3:6 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works Above Sill
Culvert @ Ch. 0/185
Plain Cement concrete 1:2:4 mix using 20mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for bed block concrete for C.D. works @
Culvert @ Ch. 0/185
Reinforced Cement Concrete 1:1 1/2:3 mix using graded ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for concrete for deck slab concrete @ C.D. works
Culvert @ Ch. 0/185
Supplying and fabrication to steel Fe 415 (Tor. Steel) required for reinforced cement concrete work including cost and conveyance of steel to work spot handling charges for the rods straightening cutting bending, tying grills using binding wire (No welding should be done to steel item) hoisting placing positioning binding wire, provision of space hard cover blocks necessary stays and supporting devices including labour materials hire charges for all tools and plants employed and all other incidental charges, etc. complete as per standard specification for C.D. works @ Km
Culvert @ Ch. 0/185
Supply and errecting centering and strutting including necessary supports for plane surface in foudation and basement in all floors for RCC columns, footing pedestals, plinth beam, Critical pier etc., using mild steel angles of size 90 x 60 x 10 cm gauge stiffened welded with mild steel angles of size 25 mm x 25mm x 3 mm for boarding laid over silvr oak joist ( Country wood) of size 10 cm to 6.50 cm spaced at 75 cm centre to centre complete complying with standard specification and as directed as per clause MOST specification.Shuttering
Culvert @ Ch. 0/185
Supply and errecting centering and strutting including necessary supports for plane surface in foudation and basement in all floors for RCC columns, footing pedestals, plinth beam, Critical pier etc., using mild steel angles of size 90 x 60 x 10 cm gauge stiffened welded with mild steel angles of size 25 mm x 25mm x 3 mm for boarding laid over silvr oak joist ( Country wood) of size 10 cm to 6.50 cm spaced at 75 cm centre to centre complete complying with standard specification and as directed as per clause MOST specification.Centering
Culvert @ Ch. 0/185
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
Providing and Fixixng 6mm Bitumen felt for expansion Joint Dirt wall & Deck Slab
Construction of RCC 1.50M Span Slab Culvert @ CH : 1445
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead and lift including all labour charges and incidental charges such as shoring strutting providing coffer dams baling out water and other item which may be necessary or convenient to the successful completion of the excavation to the bottom of foundation and of back filling in a compacted condition a quantity of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc. complete for foundation as per standard specification for Retaining wall and pipe culverts as per SS20B
Culvert @ Ch. 0/1445
Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling
Culvert @ Ch. 0/1445
Cement concrete 1:4:8 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works
Culvert @ Ch. 0/1445
Cement concrete 1:3:6 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works Below Sill
Culvert @ Ch. 0/1445
Cement concrete 1:3:6 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works Above Sill
Culvert @ Ch. 0/1445
Plain Cement concrete 1:2:4 mix using 20mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for bed block concrete for C.D. works @
Culvert @ Ch. 0/1445
Reinforced Cement Concrete 1:1 1/2:3 mix using graded ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for concrete for deck slab concrete @ C.D. works
Culvert @ Ch. 0/1445
Supplying and fabrication to steel Fe 415 (Tor. Steel) required for reinforced cement concrete work including cost and conveyance of steel to work spot handling charges for the rods straightening cutting bending, tying grills using binding wire (No welding should be done to steel item) hoisting placing positioning binding wire, provision of space hard cover blocks necessary stays and supporting devices including labour materials hire charges for all tools and plants employed and all other incidental charges, etc. complete as per standard specification for C.D. works @ Km
Culvert @ Ch. 0/1445
Supply and errecting centering and strutting including necessary supports for plane surface in foudation and basement in all floors for RCC columns, footing pedestals, plinth beam, Critical pier etc., using mild steel angles of size 90 x 60 x 10 cm gauge stiffened welded with mild steel angles of size 25 mm x 25mm x 3 mm for boarding laid over silvr oak joist ( Country wood) of size 10 cm to 6.50 cm spaced at 75 cm centre to centre complete complying with standard specification and as directed as per clause MOST specification.Shuttering
Culvert @ Ch. 0/1445
Supply and errecting centering and strutting including necessary supports for plane surface in foudation and basement in all floors for RCC columns, footing pedestals, plinth beam, Critical pier etc., using mild steel angles of size 90 x 60 x 10 cm gauge stiffened welded with mild steel angles of size 25 mm x 25mm x 3 mm for boarding laid over silvr oak joist ( Country wood) of size 10 cm to 6.50 cm spaced at 75 cm centre to centre complete complying with standard specification and as directed as per clause MOST specification.Centering
Culvert @ Ch. 0/1445
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
Provision for Tar Paper
Providing and Fixixng 6mm Bitumen felt for expansion Joint Dirt wall & Deck Slab
Construction of RCC 3.00M Span Slab Culvert @ CH : 2770
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead and lift including all labour charges and incidental charges such as shoring strutting providing coffer dams baling out water and other item which may be necessary or convenient to the successful completion of the excavation to the bottom of foundation and of back filling in a compacted condition a quantity of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc. complete for foundation as per standard specification for Retaining wall and pipe culverts as per SS20B
Culvert @ Ch. 0/2770
Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling
Culvert @ Ch. 0/2770
Cement concrete 1:4:8 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works
Culvert @ Ch. 0/2770
Cement concrete 1:3:6 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works Below Sill
Culvert @ Ch. 0/2770
Cement concrete 1:3:6 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works Above Sill
Culvert @ Ch. 0/2770
Plain Cement concrete 1:2:4 mix using 20mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for bed block concrete for C.D. works @
Culvert @ Ch. 0/2770
Reinforced Cement Concrete 1:1 1/2:3 mix using graded ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for concrete for deck slab concrete @ C.D. works
Culvert @ Ch. 0/2770
Supplying and fabrication to steel Fe 415 (Tor. Steel) required for reinforced cement concrete work including cost and conveyance of steel to work spot handling charges for the rods straightening cutting bending, tying grills using binding wire (No welding should be done to steel item) hoisting placing positioning binding wire, provision of space hard cover blocks necessary stays and supporting devices including labour materials hire charges for all tools and plants employed and all other incidental charges, etc. complete as per standard specification for C.D. works @ Km
Culvert @ Ch. 0/2770
Supply and errecting centering and strutting including necessary supports for plane surface in foudation and basement in all floors for RCC columns, footing pedestals, plinth beam, Critical pier etc., using mild steel angles of size 90 x 60 x 10 cm gauge stiffened welded with mild steel angles of size 25 mm x 25mm x 3 mm for boarding laid over silvr oak joist ( Country wood) of size 10 cm to 6.50 cm spaced at 75 cm centre to centre complete complying with standard specification and as directed as per clause MOST specification.Shuttering
Culvert @ Ch. 0/2770
Supply and errecting centering and strutting including necessary supports for plane surface in foudation and basement in all floors for RCC columns, footing pedestals, plinth beam, Critical pier etc., using mild steel angles of size 90 x 60 x 10 cm gauge stiffened welded with mild steel angles of size 25 mm x 25mm x 3 mm for boarding laid over silvr oak joist ( Country wood) of size 10 cm to 6.50 cm spaced at 75 cm centre to centre complete complying with standard specification and as directed as per clause MOST specification.Centering
Culvert @ Ch. 0/2770
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
Provision for Tar Paper
Providing and Fixixng 6mm Bitumen felt for expansion Joint Dirt wall & Deck Slab
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)
Sri Balaji Builders (BID ID -1445527)
UDHAYAM CONSTRUCTIONS (BID ID -1448141)
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