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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹21.8 LAccepted-AOC | 1 | Accepted-AOC LOWEST PRICE | |
| 2 | 2₹21.9 L+₹16,561.74 (0.76%)Rejected-Finance | 2 | Rejected-Finance HIGHEST PRICE |
| Sl No | Description | Qty | Unit | MOHAMED RASMI H L2 | Jeyaraj Jeyaram L1 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION | |||||
| 1.01Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil | |||||
| 1.02 | 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 | 68 | M3 | 250 ₹17,000 | 245 ₹16,660 Lowest |
| 1.03 | In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting | 8 | M3 | 260 ₹2,080 | 257 ₹2,056 Lowest |
| 1.04PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. | |||||
| 1.05 | 1.50m to 4.50m below GL | 6 | M3 | 5,225 ₹31,350 | 5,221 ₹31,326 Lowest |
| 1.06RCC M30 design mix using 20mm HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete | |||||
| 2.00 | Column footing below 1.50 m from GL | 8.77 | M3 | 8,750 ₹76,737.5 | 8,745 ₹76,693.65 Lowest |
| 2.01 | Column below GL upto 1.50 m | 0.54 | M3 | 8,870 ₹4,789.8 Lowest | 8,875 ₹4,792.5 |
| 3.00 | 0 - 4.50 m Above GL | 5 | M3 | 8,885 ₹44,425 | 8,877 ₹44,385 Lowest |
Tender Value
₹26 L
EMD Value
₹26,000
Closing Date
30 Jul 2025, 3:00 pmClosed
EXECUTIVE OFFICER, NATHAM TOWN PANCHAYAT, NATHAM
EXECUTIVE OFFICER, NATHAM TOWN PANCHAYAT, NATHAM
Natham Town Panchayat, Construction of 60000 liters Capacity OHT at 9th ward Matheena Nagar in Natham Town Panchayat
2025_DTP_585249_1
ROC NO826/2025/HC
Open Tender
Civil Works
Works
90 days
NATHAM
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹26,000
Yes
13 Aug 2025
24 Jul 2025
30 Jul 2025
24 Jul 2025
30 Jul 2025
24 Jul 2025
Amount
CONSTRUCTION
Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil
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
In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting
PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL.
1.50m to 4.50m below GL
RCC M30 design mix using 20mm HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete
Column footing below 1.50 m from GL
Column below GL upto 1.50 m
0 - 4.50 m 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
14.65 m to 18.30 m Above GL
18.3 m to 21.96 m Above GL
Centering, soffits of RCC works including strutting and shuttertting Charges etc. complete for the following
Column footing (plane surface)
Square Column:
Column 0 to 3.3m ht. above G.L and below GL
Colum above 3.3m to 4.3 ht from GL
Column above 4.30 m upto 5.30 m
Column above 5.30 m upto 6.30 m
Column above 6.30 m upto 7.30 m
Column above 7.30 m upto 8.30 m
Column above 8.30 m upto 9.30 m
Column above 9.30 m upto 10.30 m
Column above 10.30 m upto 11.30 m
Column above 11.30 m upto 12.30 m
Column above 12.30 m upto 13.30 m
Column above 13.30 m upto 14.30 m
Column above 14.30 m upto 15.12 m
Plain Surface
For G.L. brace 0-3.3 m
For brace at 3.78 m height
For brace at 7.56 m height
For brace at 11.34 m height
Floor beam sides from 15.12 m to 15.59 m above GL - Inside
Floor slab and working platform at 15.59m above G.L..
Roof slab at 3.55 m above floor slab
Curved Surface - upto 3.30m ht.
Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods.
Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification.
Providing RCC inside ladder as per approved design 3.55 m Height
Providing RCC Spiral Staircase as per Approved design
Providing RCC ventilator over roof slab and roof dome of S.R. (0.15 m dia)
Providing cut stone slab in CM 1:3 of size 0.45 m x 0.45 m x 0.15 m and as directed by officers (M-0056)
Providing C I (Hevy duty) manhole cover of size 0.60 x 0.60M and as directed by Departmental officers (M-0640)
Providing RCC hand rails at Roof slab and at landing Slabs of outside Ladder as per drawing
Provision for pipe connection arrangements for inlet outlet, scour and overflow etc., including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading etc.,
Earth work excavation and depositing on bank with initiallead of 10 m and lift of 2 M in for Laying of 90 mm dia 6KSC PVC Pipe narrow trenches for layingof pipes for water supply and sewerage works in thefollowing type of soils as directed by Departmentalofficers such as Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with smallsize boulders and hard gravelly soil.One cubicmetre
Supplying and Delivery of 90 mm dia 6 KSC PVC Pipe for and Specilas including all cost of materials and all labour charges with all lead chrages etc complete complying with standarad specifications and as directed by the depatmental officers ( TWAD SOR page No: 5, 10, 33 )
90 mm dia 6KSC PVC Pipe
90mm dia PVC Bend
90mm dia PVC Elbow
80mm dia GM Gate Valve
Conveying and Lowering the 90 mm dia PVC pipes and specials in the trenches and laying to proper grade and alignment including all cost of materials and all labour charges with all lead chrages etc complete complying with standarad specifications and as directed by the depatmental officers ( TWAD SOR page No: 171)
Refilling the foundation with excavated earth including consolidation as directed by the Departmental officers (W-0075)
Painting the Town Panchayat Emblem and writing the slogon in accordance with size and specifications as approved by the Town Panchayat Officers with approved colour and quality of paint on the colour and quality of paint on the exterior surface of Service Reservoir complete etc., and as directed by Town Panchayath Officers. (WD-W0745)
MOHAMED RASMI H (BID ID -1414180)
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