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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-AOC | ₹2.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.4 Cr+₹21.1 L (9.61%)Rejected-AOC WELLAMUNDA | ₹2.4 Cr+₹21.1 L (9.61%) | L2 | Rejected-AOC L2 |
| 3 | L3₹2.5 Cr+₹25.6 L (11.6%)Rejected-AOC JANGRA COLONY VPO MANDHI HARIYA TEHSIL BADHRA DISTT CHARKHI DADRI | CHARKHI DADRI | ₹2.5 Cr+₹25.6 L (11.6%) | L3 | Rejected-AOC L3 |
| 4 | L4₹2.6 Cr+₹36.7 L (16.7%)Rejected-AOC | ₹2.6 Cr+₹36.7 L (16.7%) | L4 | Rejected-AOC L4 |
| 5 | L5₹2.6 Cr+₹43.2 L (19.6%)Rejected-AOC | ₹2.6 Cr+₹43.2 L (19.6%) | L5 | Rejected-AOC L5 |
Tender Value
₹2.9 Cr
EMD Value
₹1 L
Closing Date
22 Feb 2024, 6:00 pmClosed
Project Director
Project Management Unit, REBUILD KERALA INITIATIVE- LSGD Ground Floor,Central Telephone Exchange Near Government Cenrtral Press Statue Thiruvananthapuram 695001
Construction on Eranjoli Pulikkal Road in Kaniyambatta GP- Wayanad District
2024_LSGD_655010_1
A1/142/2020/PMULSGD
Open Tender
Civil Works - Roads
Item Rate
300 days
Wayanad
Refer in SBD
10 documents required · 10 mandatory
₹8,270
Yes
₹1 L
Yes
20 Mar 2024
7 Feb 2024
26 Feb 2024
7 Feb 2024
22 Feb 2024
7 Feb 2024
7 Feb 2024 - 14 Feb 2024
Amount
Road Work
3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
3.17:Construction of embankment 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 table 300-2.
Culvert and Retaining wall
12.1.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil - Depth upto 3 m - Manual Means
OD351775/2023-2024:DRY RUBBLE MASONRY_Random Rubble masonry with hard stone, including through/ bond stone in foundation and super structure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc., complete as per approved drawing and relevant technical specification (Modified MoRD 75.7.1)
12.3:Sand Filling in Foundation Trenches as per Drawing & Technical Specification
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.E.1.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 - Using Concrete Mixer
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
13.5.F.P.1:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 - Using concrete Mixer - Height upto 5m
13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
14.1B.1.1.A:Furnishing and Placing Reinforced Cement Concrete Grade M25 Using Concrete Mixer as per drawing and Technical Specification. For solid slab super-structure - Height upto 5m
14.1.A.1.A:Furnishing and Placing Reinforced Cement Concrete Grade M20 Using Concrete Mixer as per drawing and Technical Specification. For solid slab super-structure - Height up to 5m
14.1.A.1:Furnishing and Placing Reinforced Cement Concrete Grade M20 Using Concrete Mixer in super-structure as per drawing and Technical Specification
14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
14.16:Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
OD351776/2023-2024:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row- Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B) 1000 mm dia (Modified 9.3.B of MoRD)
Traffic signs
8.5:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.
AC Nasar
KMT CONSTRUCTION COMPANY
CAP INDIA CONSTRUCTIONS LLP
UDAYAPURAM LABOUR CONTRACT SOCIETY
SWARAJ O.M.
Bidder Name
UDAYAPURAM LABOUR CONTRACT SOCIETY
SWARAJ O.M.
AC Nasar
P A Moidutty
KMT CONSTRUCTION COMPANY
CAP INDIA CONSTRUCTIONS LLP
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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