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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.3 LAccepted-AOC | ₹23.3 L | L1 | Accepted-AOC Lowest Amount |
| 2 | L2₹23.3 LRejected-Finance | ₹23.3 L | L2 | Rejected-Finance 2 nd Lowest Number Quoted |
| Sl No | Description | Qty | Unit | K.GOVINDHARAJI CONTRACTOR L2 | SANSUVA CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00Construction of New 30000 lit OHT Tank and New Motor, Pipe Line Arrangement at Kovilur Village in Kovilur Panchayat Polur Block, Tiruvannamalai District | |||||
| 1.01Earth work excavation & depositing on bank with an initial lead of 10 meter & initial lift of 2 meter in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravell soil (SS 20B) for foundation including shoring, stutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges ect., complete and as directed by TWAD board officers | |||||
| 1.02First depth of 2m From 0 to 2 m below GL | |||||
| 1.03 | In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B | 70.22 | Cu.m | 331.17 ₹23,254.76 | 331 ₹23,242.82 |
| 1.04 | Sand Filling For Foundation with Clear river sand inculding Cost of sand Watering ramming and consolidation etc Complete | 5.83 | Cu.m | 2,243.12 ₹13,081.88 | 2,242 ₹13,075.34 |
| 1.05 | PCC 1:4:8 (one cement four sand and eight hard granite broken stone of 40 mm size ISS gauge) for fountation and footing including mixing placing ramming finishing curing etc., complete accordance with standard specification and as directed by TWAD Bord officers | 6.71 | Cu.m | 6,371.18 ₹42,731.50 | 6,368 ₹42,710.18 |
| 1.06RCC mix in M25 grade using 10mm& 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering strutting shuttering but including cost of all materials mixing laying vibrating the concrete with mechanical vibrators, ramming, consolidating finishing etc.complete | |||||
| 1.07 | Below 1.5m from GL Column footing | 8.92 | Cu.m | 8,143.07 ₹72,636.18 | 8,139 ₹72,599.88 |
| 1.08 | 0m to 1.50m below GL | 1.75 | Cu.m | 8,143.07 ₹14,250.37 | 8,139 ₹14,243.25 |
| 1.09 | 0m to 4.50m above GL | 2.83 | Cu.m | 8,256.13 ₹23,364.85 | 8,252 ₹23,353.16 |
Tender Value
₹23.5 L
EMD Value
₹23,600
Closing Date
21 Feb 2024, 3:00 pmClosed
THE PRESIDENT KOVILUR PANCHAYATJAWADHU HILLS
THE PRESIDENT KOVILUR PANCHAYATJAWADHU HILLS
Construction of New 30000 lit OHT Tank and New Motor, Pipe Line Arrangement at Kovilur Village in Kovilur Panchayat
2024_RDTN_426090_1
Roc. No. A6/1034632/23Dt.06.01.2024152 JAW
Open Tender
Civil Works
180 days
JAWADHU HILLS
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹23,600
23 Feb 2026
16 Feb 2024
21 Feb 2024
16 Feb 2024
21 Feb 2024
16 Feb 2024
Amount
Construction of New 30000 lit OHT Tank and New Motor, Pipe Line Arrangement at Kovilur Village in Kovilur Panchayat Polur Block, Tiruvannamalai District
Earth work excavation & depositing on bank with an initial lead of 10 meter & initial lift of 2 meter in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravell soil (SS 20B) for foundation including shoring, stutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges ect., complete and as directed by TWAD board officers
First depth of 2m From 0 to 2 m below GL
In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B
Sand Filling For Foundation with Clear river sand inculding Cost of sand Watering ramming and consolidation etc Complete
PCC 1:4:8 (one cement four sand and eight hard granite broken stone of 40 mm size ISS gauge) for fountation and footing including mixing placing ramming finishing curing etc., complete accordance with standard specification and as directed by TWAD Bord officers
RCC mix in M25 grade using 10mm& 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering strutting shuttering but including cost of all materials mixing laying vibrating the concrete with mechanical vibrators, ramming, consolidating finishing etc.complete
Below 1.5m from GL Column footing
0m to 1.50m below GL
0m to 4.50m above GL
4.50 m to 7.32 m above GL
7.32 m to 10.98 m above GL
10.98 m to 14.64 m above GL
14.64 m to 18.30 m above GL
Supply and erection of Steel Centering, Shuttering for soffitsand sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG 10 Stiffened with MS angle of size 25X25X3 mm for boarding laid over I type MS Truss of Size 25X25X3mm about 90cm c/c and supported by 40 mm GI
Plain Surface Below GL
From GL to 3.30m
From 5.30m to 6.30m above GL
From 8.30m to 9.30m above GL
From 11.30m to 12.30m
Square Column:
Square Column Below GL and upto 3.30m above GL
3.31m to 4.30m ht
4.31m to 5.30m ht
5.31m to6.30m ht
6.31m to 7.30m ht
7.31m to 8.30m ht
8.31m to 9.30m ht
9.31m to 10.30m ht
10.31m to 11.30m ht
11.31m to 12.30m ht
Curved Surface - upto 3.30m ht.
11.30m to 12.30m ht
12.30m to 13.30m ht
13.30m to 14.30m ht
14.30m to 15.30m ht
Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods.
Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the TWAD Board officers.
Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by TWAD board officers.
Providing and fixing of RCC inner access ladder in RCC 1:11/2 :3 (one cement,one and half sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centring,shuttering charges, mixing concrete,curing etc. to required height and clear width of 45 cm consisting of 2 nos. of vertical post of 10 cm x 15 cm and step slab of 25mm x 25mm etc.complete and as directed by TWAD Board Officers.
Providing 110mm PVC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers
Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by TWAD Board Officers.
Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers
65 mm GI pipes for inlet connection
65 mm GI pipes for over flow & rain water harvesting pipe
50 mm GI pipes for scour pipe
65mm GI pipe for delivery pipe
90mm PVC Threaded coupler
63mm PVC Threaded coupler
65mm dia GI Tee
65mm dia GI bend 90
65mm dia GI bend (short)
65mm GI Coupler
65mm GI Union
65mm GI Elbow
50mm GI Union
50mm GI Elbow
65mm GI Tee
65mmX50mm GI reducer
75mmX63mm PVC reducer
65mm GM Gate Valve
50mm GM Gate Valve
63 mm PVC 4Ksc Pipe
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling.
Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers
Provision For New Motor , Pipe Line Arrangement
Provision For Name Board Charges
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}
K.GOVINDHARAJI CONTRACTOR
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