Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.4 LAccepted-AOC | ₹16.4 L Quoted ₹13.6 L | 1 | Accepted-AOC Committee Decision |
| 2 | 2₹19.0 LRejected-Finance | ₹19.0 L | 2 | Rejected-Finance Tender amount above estimate |
| Sl No | Description | Qty | Unit | MR.P.KALIPANDI, CONTRACTOR L2 | RAJAIAH J L1 |
|---|---|---|---|---|---|
| 1.00Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B | |||||
| 2.00 | First depth of 2m | 38.88 | cum | 265 ₹10,303.20 | 263.7 ₹10,252.66 |
| 3.00 | Second depth of 1m | 6.78 | cum | 265 ₹1,796.70 | 263.7 ₹1,787.89 |
| 4.00 | Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 2.09 | cum | 1,768 ₹3,695.12 | 1,767 ₹3,693.03 |
| 5.00 | Cement Concrete 1:4:8 0 (one cement, four sand and eight course aggregate jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means | 3.6 | cum | 5,386 ₹19,389.60 | 5,385 ₹19,386 |
| 6.00Providing and laying in position, Standardised Concrete Mix M-3O 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 content of 400 kglms and maximum water cement ratio of 0.45, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of Sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards (No separate payment will be made by the Department for the excess usage of materials) etc complete for 10 cum. | |||||
| 7.00 | For items 1.5m to 4.5m below GL | 6.76 | cum | 9,050 ₹61,178 | 9,049 ₹61,171.24 |
| 8.00 | For items 0 to 1.50m below GL | 1.75 | cum | 8,912 ₹15,596 | 8,910 ₹15,592.50 |
| 9.00 | For items 0m to 4.5m above GL | 2.83 | cum | 9,055 ₹25,625.65 | 9,051 ₹25,614.33 |
| 10.00 | For items 4.51m to 7.32 m above | 2.23 | cum | 9,330 ₹20,805.90 | 9,329 ₹20,803.67 |
Tender Value
Refer Docs
EMD Value
₹16,450
Closing Date
13 Jan 2026, 3:00 pmClosed
Block Development Officer (V.Pt)
Panchayat Union Office Cheranmahadevi
Construction of 30000 Liters RCC OHT with 12.00 mt Staging hight Deivanayagaperi at Karisalpatti Panchayat Cheranmahadevi Panchayat Union
2026_RDTN_638562_1
B1/3968/2025 JJM MVS
Open Tender
Civil Works
180 days
Karisalpatty
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹16,450
6 Feb 2026
2 Jan 2026
13 Jan 2026
2 Jan 2026
13 Jan 2026
3 Jan 2026
Amount
Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B
First depth of 2m
Second depth of 1m
Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
Cement Concrete 1:4:8 0 (one cement, four sand and eight course aggregate jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means
Providing and laying in position, Standardised Concrete Mix M-3O 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 content of 400 kglms and maximum water cement ratio of 0.45, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of Sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards (No separate payment will be made by the Department for the excess usage of materials) etc complete for 10 cum.
For items 1.5m to 4.5m below GL
For items 0 to 1.50m below GL
For items 0m to 4.5m above GL
For items 4.51m to 7.32 m above
For items above 7.32 m & up to 10.98 m from GL
For items 10.98m to 14.64m above GL
For items 14.64m to 18.30m above GL
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by TWAD Board officers.
PLANE SURFACES
Below G.L. & Upto 3.30 m ht
Curved Surface
Square column
Below G.L.
Ground level to 3.30 m
Exterior Emulsion painting two coats with best approved quality and colour paint over one coat of Base coat including cost and convyance of all materials to work site and labour charges etc., complete.
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by TWAD Board officers.
FabricatFabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc., providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint for providing access to roof top of 60,000 lit. capacity OHT of suitable inclined length, including bottom anchorage and transportation and as directed by TWAD Board officers.
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., to required height and clear width of 4Scm consisting of two Nos. of ve~ical post of 10cm x lScm and step slab of 25mm x 25mm etc., complete and as directed by TWAD Board officers. (Vide seperate Sheet)
Providing GI ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by TWAD Board officers
Providing manhole cover of size 0.60 m X 0.60 m in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by TWAD Board officers.
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers.
Supply and Delivery of 75mm 4KSC PVC Pipe including all cost and Conveyance etc Complete
Supply and Delivery of 65mm 65 Gi Pipe including all cost and Conveyance etc Complete
Earth Work Excavation in all Classes of Soil For Pipeline including all cost and Conveyance etc Complete
Laying and Jointing of PVC Pipe including all cost and Conveyance etc Complete
Laying and Jointing of GI Pipe including all cost and Conveyance etc Complete
Refilling Charges including all cost and Conveyance etc Complete
Supply and fixing of Gate valve 65mm
MR.P.KALIPANDI, CONTRACTOR (BID ID -1562043)
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.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 • 1.08 MB
BOQ_764213.xls
BOQ • 0.36 MB
Download all tender documents and submit your bid