Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.2 LAccepted-AOC | ₹14.2 L | 1 | Accepted-AOC Lowest Amount Quoted |
| 2 | 2₹14.3 LRejected-Finance | ₹14.3 L | 2 | Rejected-Finance Highest Amount Quoted |
| Sl No | Description | Qty | Unit | N KANDHASAMY L2 | JAS Construction L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of walls RCC Slab including all charges etc complete | 3 | M3 | 4,350 ₹13,050 | 4,308 ₹12,924 |
| 2.00 | Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of walls Plain cement concrete including all charges etc complete | 8 | M3 | 495 ₹3,960 | 486 ₹3,888 |
| 3.00 | Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 B TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 83 | M3 | 200 ₹16,600 | 197 ₹16,351 |
| 4.00 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 49 | M3 | 5,510 ₹2.7 L | 5,496 ₹2.7 L |
| 5.00Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86. | |||||
| 6.00 | Drain side/ Culvert side | 512 | M2 | 495 ₹2.5 L | 489 ₹2.5 L |
| 7.00 | Cover slab side | 37 | M2 | 985 ₹36,445 | 978 ₹36,186 |
| 8.00 | Plain Cement Concrete 1:3: 6 Mix (one part cement, three part sand and six part of aggrigate) using 20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 76 | M3 | 6,300 ₹4.8 L | 6,248 ₹4.7 L |
| 9.00 | Supplying and fabrication of steel and placing in position of TMT steel rods for RCC works as per design given including cost of steel and GI binding wire in all Slabs etc., complete complying with standard specification in TNDSS NO:97 V,VI (S6) VII (S6), VII-3. | 800 | Kg | 92 ₹73,600 | 91.5 ₹73,200 |
| 10.00 | 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 - | 10 | M3 | 8,550 ₹85,500 | 8,497 ₹84,970 |
Tender Value
₹17.3 L
EMD Value
₹17,300
Closing Date
26 Feb 2026, 3:00 pmClosed
Executive Officer
Executive Officer Vedapatti Town Panchayat, Coimbatore District
Providing Cement Concrete Pavement amd Construction of Storm Water Drain with Culvert Ward no 06 Nagarajapuram Amman Nagar and Mattaisalai East Area in Vedapatti Town Panchayat.
2026_DTP_665017_1
MP Fund 2025-2026
Open Tender
Civil Works
180 days
Vedapatti Town Panchayat, Coimbatore District
As Per Norms
1 document required · 1 mandatory
₹0
₹17,300
Yes
13 Mar 2026
23 Feb 2026
26 Feb 2026
23 Feb 2026
26 Feb 2026
23 Feb 2026
23 Feb 2026 - 26 Feb 2026
Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of walls RCC Slab including all charges etc complete
Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of walls Plain cement concrete including all charges etc complete
Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 B TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications.
Plain Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86.
Drain side/ Culvert side
Cover slab side
Plain Cement Concrete 1:3: 6 Mix (one part cement, three part sand and six part of aggrigate) using 20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Supplying and fabrication of steel and placing in position of TMT steel rods for RCC works as per design given including cost of steel and GI binding wire in all Slabs etc., complete complying with standard specification in TNDSS NO:97 V,VI (S6) VII (S6), VII-3.
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 -
Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two sand and four aggrigate) using 6 to 12mm stone chips – 25mm tk etc., Complete.
Plain Cement Concrete 1:2: 4 Mix (one part cement, three part sand and six part of aggrigate) using 20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification
Supply and Fixing of SFRC Manhole including all charges etc complete
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_798664.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 • 0.42 MB
BOQ_798664.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid