Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹6.2 L+₹6,745.70 (1.10%)Rejected-AOC | L2 | Rejected-AOC Higher Bidder | |
| 3 | L3₹6.5 L+₹30,210 (4.90%)Rejected-AOC | L3 | Rejected-AOC Highest Bidder |
| Sl No | Description | Qty | Unit | RTP CONSTRUCTION L2 | PERIYASAMY ATTHIKUNNA ESTATE KESAVAN L1 | NASAR L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for desilting the existing rivers / canals / channels/odai/ nullas / drains/flood bowls/tanks/ reservoirs etc., consisting of very loose soil, silt, oily silt, slushy, marshy, loany, organic soil, sea shell and flat mica particles with zero present air void in unhygienic & insanitary conditions in under water and not under water deploying earth moving machinery with suitable floats buoys barge/ hydraulic excavator & other mechanical devices including the cost of hire charges for machinery, with cost of skilled operators with helper & cleaners for the entire operations to reach the banks in which the removed silt & sludge has to be dumped over either one of the rivers / canals / channels/odai/ nullas / drains/floods bowls / tanks / reservoirs etc, bank whichever is convenient as per the prevailing site conditions for easy conveyance and including jungle clearance etc.. complete (Rate excluding conveyance to dumping yard or low lying area) | 300 | M3 | 287 ₹86,100 | 738 ₹2,21,400 | 275 ₹82,500 Lowest |
| 2.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 25 | M3 | 387 ₹9,675 | 293 ₹7,325 | 250 ₹6,250 Lowest |
| 3.00 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 6 | M3 | 7,140 ₹42,840 | 6,595 ₹39,570 Lowest | 7,000 ₹42,000 |
| 4.00 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 | 80 | M2 | 489 ₹39,120 Lowest | 584 ₹46,720 | 550 ₹44,000 |
| 5.00 | Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - | 29 | M3 | 8,500 ₹2,46,500 | 1,500 ₹43,500 Lowest | 9,900 ₹2,87,100 |
| 6.00 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 3 | M3 | 8,510 ₹25,530 | 8,144 ₹24,432 | 8,000 ₹24,000 Lowest |
| 7.00Suplly and Fixing of HDPE PIPES - PE 100 AS PER IS 4984/2016 (Pre-Compounded Resin) including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | ||||||
| 7.01 | 90 mm HDPE PIPE | 50 | RM | 900 ₹45,000 | 191 ₹9,550 Lowest | 400 ₹20,000 |
| 7.02 | 63 mm HDPE PIPE | 30 | RM | 500 ₹15,000 | 165 ₹4,950 Lowest | 250 ₹7,500 |
| 8.00Supply and fixing of G.I. SPECIALS AS PER IS 1239/PART II including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | ||||||
Tender Value
Refer Docs
EMD Value
₹7,000
Closing Date
30 Dec 2025, 3:00 pmClosed
COMMISSIONER
VALPARAI MUNICIPALITY
Repair and Maintanance Work of desilting Check dam and Retaining Wall at Ward no 6 Urulikal Periyakadai shop in Valparai Municipality
2025_MAWS_636347_1
1530/2025/E1/09
Open Tender
Civil Works
Works
60 days
VALPARAI AREA
PLEASE REFER TENDER NOTICE
2 documents required · 2 mandatory
₹0
₹7,000
2 Sept 2026
25 Dec 2025
30 Dec 2025
25 Dec 2025
30 Dec 2025
25 Dec 2025
Earth work excavation for desilting the existing rivers / canals / channels/odai/ nullas / drains/flood bowls/tanks/ reservoirs etc., consisting of very loose soil, silt, oily silt, slushy, marshy, loany, organic soil, sea shell and flat mica particles with zero present air void in unhygienic & insanitary conditions in under water and not under water deploying earth moving machinery with suitable floats buoys barge/ hydraulic excavator & other mechanical devices including the cost of hire charges for machinery, with cost of skilled operators with helper & cleaners for the entire operations to reach the banks in which the removed silt & sludge has to be dumped over either one of the rivers / canals / channels/odai/ nullas / drains/floods bowls / tanks / reservoirs etc, bank whichever is convenient as per the prevailing site conditions for easy conveyance and including jungle clearance etc.. complete (Rate excluding conveyance to dumping yard or low lying area)
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38
Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers -
Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
Suplly and Fixing of HDPE PIPES - PE 100 AS PER IS 4984/2016 (Pre-Compounded Resin) including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
90 mm HDPE PIPE
63 mm HDPE PIPE
Supply and fixing of G.I. SPECIALS AS PER IS 1239/PART II including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
G.I. Hex Nipple 90 mm
G.I. Hex Nipple 65 mm
G.I. Tee
G.I. Tee
G.I. Flange set
G.I. Flange set
G.I. Flange set 100 mm
DUCTILE IRON SOCKET/SPIGOT PIPES FOR CLASS K9 AS PER IS 8329/2000 including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
Supply and delivery of DI D/F Gate (sluice) valves (soft seated) resilient seated soft sealing Gate Valves (Sluice Valves) with body Bonnet of Ductile cast iron of Grade GGG 40 or GGG 50, Wedge fully rubber lined with EPDM replaceable spindle nut without gland packing and with 3 O- Ring protection on the shaft and seals of NBR and the valves should be of Vacuum tight and 100% leak proof with face to face dimensions as per BS 5163-89/ISI 14846-2000/DIN 3202 F4. All the valves should be with electrostatic powder coating both inside and out side with pocket less straight through body passage. All the valves are to be compatible for buried application with pressure rating PN 10/16 and with 5 years warranty
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_761519.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 2.20 MB
BOQ_761519.xls
BOQ • 0.33 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .