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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.4 LAccepted-AOC | ₹19.4 L | L1 | Accepted-AOC L1 IS P ASMITHA CONSTRUCTIONS |
| 2 | L2₹20.1 LRejected-Finance | ₹20.1 L | L2 | Rejected-Finance PRICE BID OPENED |
| Sl No | Description | Qty | Unit | B LAKSHMI L2 | P.Asmiha Construction L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation and depositing on bank with initial lead 10m and lift of 2.0m in the following classification of soils, bailing out water whereever neceessary including providing danger lights etc and as directed by TWAD Board officers as per spec Hard stiff clay, stiff block cotton, hard red earth, shales, murrams, gravely stoney earth mixed with 50% small sized boulders and hard gravelly soil | 65.61 | Cum | 275 ₹18,042.75 | 263 ₹17,255.43 |
| 2.00 | M.Sand filling for foundation with river sand including consolidation ramming etc,. | 2.92 | Cum | 1,825 ₹5,329 | 1,787 ₹5,218.04 |
| 3.00 | Cement concrete 1:4:8 (one cement, four sand, and eight course aggregate of 40mm size hard blue granite broken stone ) for levelling course including the cost of mixing, placing the concrete in position, consolidating finishing and curing etc, complete Beyond 1.5 m below GL | 4.37 | Cum | 5,555 ₹24,275.35 | 5,429 ₹23,724.73 |
| 4.00Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc., complete. | |||||
| 5.00 | Below 1.50m to 4.50m depth from G.L | 10.82 | Cum | 9,125 ₹98,732.50 | 8,970 ₹97,055.40 |
| 6.00 | Below G.L upto 1.50m depth | 1.83 | Cum | 8,950 ₹16,378.50 | 8,831 ₹16,160.73 |
| 7.00 | Above G.L upto 4.50 ht | 2.27 | Cum | 9,125 ₹20,713.75 | 8,972 ₹20,366.44 |
| 8.00 | Column 4.50m to 7.32m ht above G.L | 2.27 | Cum | 11,100 ₹25,197 | 9,109 ₹20,677.43 |
| 9.00 | column 7.32m to 10.98m ht above G.L | 2.26 | Cum | 10,100 ₹22,826 | 9,387 ₹21,214.62 |
| 10.00 | column 10.98m to 14.64m ht above G.L | 12.01 | Cum | 11,200 ₹1.3 L | 9,664 ₹1.2 L |
Tender Value
₹19.7 L
EMD Value
₹20,000
Closing Date
20 Feb 2026, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICER (BP) ALATHUR
BLOCK DEVELOPMENT OFFICE ALATHUR
CONSTRUCTION OF 30000 LITRE SREVICE RESERVOIR 12.00 m STAGING in SIRUGANPUR at SIRUGANPUR Pt in Alathur Block in Perambalur District Under PUGF 2025-26
2026_RDTN_657688_1
Proc.No 335/2026/A3 Date 13.02.2026
Open Tender
Civil Works
180 days
BLOCK DEVELOPMENT OFFICE ALATHUR
AS PER TENDER DOCUMENTS
4 documents required · 4 mandatory
₹0
₹20,000
Yes
5 Mar 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
Earth work excavation and depositing on bank with initial lead 10m and lift of 2.0m in the following classification of soils, bailing out water whereever neceessary including providing danger lights etc and as directed by TWAD Board officers as per spec Hard stiff clay, stiff block cotton, hard red earth, shales, murrams, gravely stoney earth mixed with 50% small sized boulders and hard gravelly soil
M.Sand filling for foundation with river sand including consolidation ramming etc,.
Cement concrete 1:4:8 (one cement, four sand, and eight course aggregate of 40mm size hard blue granite broken stone ) for levelling course including the cost of mixing, placing the concrete in position, consolidating finishing and curing etc, complete Beyond 1.5 m below GL
Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc., complete.
Below 1.50m to 4.50m depth from G.L
Below G.L upto 1.50m depth
Above G.L upto 4.50 ht
Column 4.50m to 7.32m ht above G.L
column 7.32m to 10.98m ht above G.L
column 10.98m to 14.64m ht above G.L
column 14.64m to 18.63m ht above G.L
Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht, using M.S sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded M.S angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)
Plane surface
From G.l upto 3.3m ht
From 0m to 3.3m ht
From 5.30m to 6.30m ht
From 8.31m to 9.30m ht
From 11.30m to 12.30m ht
Curved Surfaces
Upto 3.30m ht
From 5.30m to 6.30m ht
Square column
Upto 3.30m ht
From 3.30m to 4.30m ht
From 4.30m to 5.30m ht
From 5.30m to 6.30m ht
From 6.30m to 7.30m ht
From 7.30m to 8.30m ht
From 8.30m to 9.30m ht
From 9.30m to10.30m ht
From10.30m to 11.30m ht
From 11.30m to 12.30m ht
Painting two coats with approved cement paint best quality over the outer wall surface including cost of cement paint etc. complete complying with standard specification as directed byTWAD Board officers..
Supplying, fabricating and placing in position of RTS grills for reinforcement for various members including cost of steel for all RCC works as directed by TWAD Board officers. The rate to include the cost of binding wire also.
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.
Supplying and Fixing of RCC inner access Ladder in RCC 1:11/2:3mix etc. , Complete complying with stanard specification.
Providing Manhole cover of size 0.60x0.60 m in RCC 1:11/2:3 mix with suitable reinforcement and 50x50x6mm Ms angle fixed along edges and as directed by Departmental Officers
Provision for pipe connection arrangements
65m dia GI Pipe for inlet connection& outlet
65mm dia GM Gate valve
80m dia GI Pipe for inlet connection& outlet
80mm dia GM Gate valve
Provision for pipe connection arrangements Earth work excavation and depositing on sides with an initial lead and lift in all classes of hard soils and loose soils as per ss20B for foundation
Refilling the basement with excavated earth other than sand complying the Standard specification twad pg no 269 sl. No 19.b
Supply and delevery of following PVC pipes and specials 90mm PVC 6Kgs
Laying and joining of Pvc pipes and specials of all Labour charges etc completed twad pg no 248 sl. No 11b( i)
Name Board
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}
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