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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAccepted-AOC | ₹16.3 L Quoted ₹14.1 L | L1 | Accepted-AOC Addmited |
| 2 | L2₹16.4 LRejected-AOC | ₹16.4 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | KMC CONSTRUCTION L1 | Murugan Contractor L2 |
|---|---|---|---|---|---|
| 1.001.Construction of 30000 lit Capacity OHT 12m Stage at Valasagoundanoor Village H/O Valasagoundanoor Rs-16.50 Lakhs | |||||
| 2.00 | 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 Departmental officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart | 46.24 | Cum | 263.52 ₹12,185.16 | 264.18 ₹12,215.68 |
| 3.00 | Second depth of 1m | 8.06 | Cum | 263.52 ₹2,123.97 | 264.18 ₹2,129.29 |
| 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. | 2.3 | Cum | 1,735.21 ₹3,990.98 | 1,739.56 ₹4,000.99 |
| 5.00 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Departmental officers. | 3.46 | Cum | 5,436.98 ₹18,811.95 | 5,450.58 ₹18,859.01 |
| 6.00RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Departmental officers | |||||
| 7.00 | For items 1.5m to 4.5m below GL | 7.59 | Cum | 9,455.38 ₹71,766.33 | 9,479.04 ₹71,945.91 |
| 8.00 | For items 0 to 1.50m below GL | 1.75 | Cum | 9,316.74 ₹16,304.30 | 9,340.06 ₹16,345.11 |
| 9.00 | For items 0m to 4.5m above GL | 2.83 | Cum | 9,457.67 ₹26,765.21 | 9,481.34 ₹26,832.19 |
| 10.00 | For items 4.51m to 7.32m above GL | 2.22 | Cum | 9,735.28 ₹21,612.32 | 9,759.65 ₹21,666.42 |
Tender Value
₹16.5 L
EMD Value
₹17,000
Closing Date
10 Oct 2025, 3:00 pmClosed
The Block Development Officer
The Block Development Officer
Krishnagiri Dt Bargur Block MPLAD 2025_26 Construction of 30000 lit Capacity OHT Tank at Valasagoundanoor Village Valasagoundanoor Panchayat BRG_21
2025_RDTN_612625_1
2092_2025_R7_Dt_26_08_2025
Open Tender
Civil Works - Others
180 days
The Block Development Officer
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹17,000
10 Jan 2026
9 Oct 2025
10 Oct 2025
9 Oct 2025
10 Oct 2025
9 Oct 2025
Amount
1.Construction of 30000 lit Capacity OHT 12m Stage at Valasagoundanoor Village H/O Valasagoundanoor Rs-16.50 Lakhs
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 Departmental officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart
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 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Departmental officers.
RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Departmental officers
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 7.32m above GL
For items 7.32m to 10.98m above GL
For items 10.98m to 14.64m above GL
For items above 14.64m & up to 18.30m from 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
PLANE SURFACES
Below G.L.
ABOVE G.L. to 3.30m
Curved Surface
0 to 3.30m from floor level
Square column
Below G.L.
Ground level to 3.30 m
Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.
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 Departmental officers.
Fabrication, 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 c
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 cu
Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by Departmental officers
Providing cut stone slab in CM 1:3 and as directed by Departmental officers
Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixed with 12mm dia Fastner Bolt 75mm long and as directed by Departmental officers
Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 60cm x 60cm of best approved quality as per standard specification etc., complete compying with standard specifications
65mm Ø GI pipes for over flow & 1xl
65mm Ø GI pipes for over flow & 1xl
50mm Ø GI pipes for scour pipe 1xl
65mm Ø GI pipe for delivery 1x1 pipe
90mm Ø PVC Threaded coupler
65 mm Ø PVC threaded coupler
65mm Ø GI Tee
65mm Ø GI 90degree Bend
65mm Ø GI coupler
65mm Ø GI union
65mm Ø GI Elbow
65x50mm Ø GI Reducer
75mmx 63mm PVC Reducer
75mm PVC Threaded coupler
75x90 PVC Reducer
75x63 PVC Reducer
65mm Ø GM Gate valve
50mm Ø GM gate valve
50mm Ø GI coupler
Refilling the foundation with excavated earth including consolidation as directed by the Departmental officers.
Provision for Name board
Provision for Photo charges LS
Provision for chlorinator as per sub estimate
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 Departmental officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart
Refilling the foundation with excavated earth including consolidation as directed by the Departmental officers.
Towards supply, cost, laying of GI/ PVC pipes & specials And Electrical items including all cost and conveyance etc., all complete
63mm 4KSCPVC Pipe laying & jointing
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
Murugan Contractor (BID ID -1483970)
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