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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.8 LAccepted-AOC | ₹25.8 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹25.9 LRejected-Finance | ₹25.9 L | L2 | Rejected-Finance High Rate Quoted |
| Sl No | Description | Qty | Unit | A.S.Arivazhagan L1 | MANU CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00Description | |||||
| 2.00 | Earthwork excavation and dwposition on bank with an initial lead of 10m and lift of 2m in the
following classification of soils as directed by Board officers.Hard stiff clay, block cotton, hard red
earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for
foundation SS 20B | 86.4 | per Cum. | 224 ₹19,354 Lowest | 224 ₹19,354 Lowest |
| 3.00 | Sand filling with clear river sand including watering, consolidation etc.,complete for Foundation as
directed by Bdo officers | 5.4 | per Cum. | 1,470.4 ₹7,940 Lowest | 1,470.4 ₹7,940 Lowest |
| 4.00 | Cement Concrete 1:4:8 mix using 40mm HBGS for Levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Board officers | 5.4 | per Cum. | 4,754 ₹25,672 Lowest | 4,754 ₹25,672 Lowest |
| 5.00RCC 1:1:5:3 usning 20mm HBG metal excluding cost of reinforcment, centering, shuttering stutting but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing | |||||
| 5.01 | Below 1.50m FROM GL | 12.34 | per Cum. | 8,422 ₹1,03,927 Lowest | 8,422 ₹1,03,927 Lowest |
| 5.02 | Upto GL | 2.53 | per Cum. | 8,302 ₹21,004 Lowest | 8,302 ₹21,004 Lowest |
| 5.03 | Above GI and Upto 4.50M Height | 4 | per Cum. | 8,420 ₹33,680 Lowest | 8,420 ₹33,680 Lowest |
| 5.04 | Above 4.50m and Upto 7.32m Ht from GL | 3.17 | per Cum. | 8,539 ₹27,069 Lowest | 8,539 ₹27,069 Lowest |
| 5.05 | Above 7.32m and upto 10.98m Ht from GL | 3.58 | per Cum. | 8,776 ₹31,418 Lowest | 8,776 ₹31,418 Lowest |
Tender Value
₹2.6 L
EMD Value
₹25,800
Closing Date
4 Mar 2024, 12:00 pmClosed
BLOCK DEVELOPMENT OFFICER VP
BLOCK DEVELOPMENT OFFICE
Construction of 60000 Lit Capacity OHT at Namathodu Panchayat in Peranamallur Block in Tiruvannamalai District under Mines and Minerals Scheme - 2023-2024
2024_RDTN_431313_1
42/2024/A6,24.01.2024
Open Tender
Civil Works
Lump-sum
90 days
PERNAMALLUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹25,800
29 Jun 2026
28 Feb 2024
4 Mar 2024
28 Feb 2024
4 Mar 2024
28 Feb 2024
Amount
Description
Earthwork excavation and dwposition on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Board officers.Hard stiff clay, block cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B
Sand filling with clear river sand including watering, consolidation etc.,complete for Foundation as directed by Bdo officers
Cement Concrete 1:4:8 mix using 40mm HBGS for Levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Board officers
RCC 1:1:5:3 usning 20mm HBG metal excluding cost of reinforcment, centering, shuttering stutting but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing
Below 1.50m FROM GL
Upto GL
Above GI and Upto 4.50M Height
Above 4.50m and Upto 7.32m Ht from GL
Above 7.32m and upto 10.98m Ht from GL
Above 10.98m and upto 14.65m Ht from GL
Above 14.65m and upto 18.30m Ht from GL
Provinding steel centering using MS plates of size 90cmx60cm 13 grade to 10 grade thick welded with 25mmx25mmx3mm MS angles supported with country wood stantling of size 10cmx6.5cm at 90 cm C/C strutting with casurina props of 100m to 13cm dia as directed by Board Officers.
Below GL
From 3.30 to 4.30
From 4.30 to 5.30
From 5.30 to 6.30
From 6.30 to 7.30
From 7.30 to 8.30
From 8.30 to 9.30
From 9.30 to 10.30
From 10.30 to 11.30
From 11.30 to 11.40
Plane Surface
Below GL
From 5.30 to 6.30
From 8.30 to 9.30
From 11.30 to 12.30
Curved Surface
From 3.30 to 4.30
Supplying, Fabrication and placing in position of HSD steel rods for reinforcement including the cost of steel and binding wire etc., complete and as directed by board officers
painting two coats using approved quality cement paint over one cost of priming coat exposed surface of the Reservoir including cleaning, preparing the surface and curing etc, complete and as directed by Department Officers
Supplying and Fixing in Position of Cut Stone set in Cm 1:3 using well dressed cut stone supporting inlet pipe inside the tank and as directed by the officers
Provision for pipe connection arrangements for inlet outlet, scour and overflow etc., includeing cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc., complete as detailed below.
80mm GI Pipes
80mm GI Coupling
80mm GI Bend
80 mm GL Flange Set
90 mm PVC Threaded Coupler
80mm GI Pipes
80mm GI Coupling
80mm GI Bend
80 mm GL Flange Set
80 mm GM Gate Valve
65 mm GM Gate Valve
90 mm PVC Threaded Coupler
90 mm x 63mm PVC Reducer
80mm GI Pipes
80mm GI Coupling
80mm GI Bend
80 mm GL Flange Set
80 GM Gate Valve
90 mm PVC Threaded Coupler
80mm GI Pipes
80mm GI Coupling
80mm GI Bend
80 mm GL Flange Set
90 mm PVC Threaded Coupler
Rubber Sheet
Bolt and Nuts
80 GI Pipe Cutting Charge
80 GI Pipe Threading
Fabrication,supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6m MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc., providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint for providing access to roof top of 10,000 lit. capacity OHT of suitable inclined length, including bottom anchorage and 6transportation
Supply and delivery and fixing position of CI man hole cover and frame of Size 60x60cm on roof slab and as directed by the officers The manhole frame and cover should be of light duty and conforming to ISI 1726/1974
Supply and Delivery and Fixing in Position of 150mm dia AC Ventilators on the roof Slab and as directed by the officers
Refilling the Foundation for Service reservoir with excavated earth (other than sand) in layers of 15cm thick well rammed, watering and consoildating etc Complete complying with standard Specification as directed by the officers
Providing and fixing of RCC inner access ladder in RCC 1:1:5:3 (one cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., to required height and clear width of 45cm consisting of two Nos. of vertical post of 10cm x 15cm and step slab of 25mm x25mm etc., complete and as directed by Board officers.
Pipeline Works
90 mm PVC 6Ksc Pipes
90 mm PVC Threaded Coupler
Earth Work Excavation and depositing on bank with initial lead and lift in all soil for etc complete
Laying and jointing of PVC pipe in to trench for etc complete
Labour welfare fund 1.00 %
MANU CONSTRUCTION
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