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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.0 LAccepted-AOC | ₹36.0 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹36.1 LRejected-AOC | ₹36.1 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | K Ganesan L2 | K.Thankamani Contractor L1 |
|---|---|---|---|---|---|
| 1.001.Construction of 60,000 Litres Capacity OHT (12m Staging) And Providing New Bore Well,Motor,Panel Biard,GI Pipe,Cable Wire And Pipe Line @ Thiyagarsanapalli H/O Thiyagarsanapalli.Est.Amt.Rs:36.35 Lakhs | |||||
| 2.00Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Departmental officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart | |||||
| 3.00 | First depth of 2m | 67.64 | Cum | 264.44 ₹17,886.72 | 263.38 ₹17,815.02 |
| 4.00 | Second depth of 1m | 11.77 | Cum | 264.44 ₹3,112.46 | 263.38 ₹3,099.98 |
| 5.00 | 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. | 3.36 | Cum | 1,781.71 ₹5,986.55 | 1,774.6 ₹5,962.66 |
| 6.00 | 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. | 5.05 | Cum | 5,412.75 ₹27,334.39 | 5,391.15 ₹27,225.31 |
| 7.00RCC 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 | |||||
| 8.00 | Below 1.50m From G.L. | 7.43 | Cum | 9,282.87 ₹68,971.72 | 9,245.83 ₹68,696.52 |
| 9.00 | For items 0 to 1.50m below GL | 2.53 | Cum | 9,143.75 ₹23,133.69 | 9,107.27 ₹23,041.39 |
| 10.00 | 0m to 1.00m above GL | 0.49 | Cum | 9,285.18 ₹4,549.74 | 9,248.13 ₹4,531.58 |
Tender Value
₹36.4 L
EMD Value
₹37,000
Closing Date
12 Feb 2026, 3:00 pmClosed
The Block Development Officer (V.P) Shoolagiri
The Block Development Office Shoolagiri
Krishnagiri District Shoolagiri Block under the Scheme General Fund(VillagePanchayat)_2025_26 Construction of 60,000 Litres Capacity OHT and Providing New Bore Well,Motor at Thiyagarsanapalli in Thiyagarsanapalli Panchayat Package No_2025_26_SGI_117
2026_RDTN_654874_1
Rocno_1657_2025_E2
Open Tender
Civil Works
The Block Development Office Shoolagiri
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹37,000
Yes
The Block Development Office Shoolagiri
18 Mar 2026
11 Feb 2026
12 Feb 2026
11 Feb 2026
12 Feb 2026
11 Feb 2026
11 Feb 2026
1.Construction of 60,000 Litres Capacity OHT (12m Staging) And Providing New Bore Well,Motor,Panel Biard,GI Pipe,Cable Wire And Pipe Line @ Thiyagarsanapalli H/O Thiyagarsanapalli.Est.Amt.Rs:36.35 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
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 (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
Below 1.50m From G.L.
For items 0 to 1.50m below GL
0m to 1.00m above GL
1.00m to 4.50m Above GL
4.50m to 7.32 above GL
7.32m to 10.98m above GL
10.98m to 14.64 above GL
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
Plane Surface
Below GL
From GL to 3.30m
From 3.31m to 4.30m
From 5.31m to 6.30m
From 6.31m to 7.30m
From 8.31m to 9.30m
From 9.31m to 10.30m
From 11.31m to 12.30m
Square column
Below G.L. and upto 3.30m above GL
Curved Surface
Upto 3.30m
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.
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.
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 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
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 GI 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
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
Provision for pipe connection arrangements
65mm dia GI Pipe
75mm dia PVC Threaded Coupler
65mm dia GI Tee
65mm dia GI Elbow
65mmdia GM Gate Valve
65mm dia GI Flange Set
65mm dia GI Coupling
65mm GI Dummy
65mm PVC 4KSC Pipe
63mm PVC Bend
75mmx90mm PVC Reducer
90mm dia PVC Threaded Coupler
Refilling the foundation with excavated earth including consolidation as directed by the Departmental officers.
Provision for Soak pit as per sub estimate
Provision For Name Board Charges
Providing Chlorinator as per Sub Estimate
Providing Bore Well Arrangements (Sub Estimate)
Geophysical investigation charges including preparation of Geophysical survey reports etc., all complete
Drilling of 150mm dia borewell in hard rock area including development charges and labour charges for errection of casing pipes in over burdern soil etc., all complete
Drilling of 150mm dia borewell in over burden soil
150mm casing pipe (CS) with excise duty up to 80m
Drilling of 150mm Dia Bore Well Over Hard Rock Areas
Upto 150m Below Ground Level
From 151m Upto 180m
From 181m upto 210m
From 211m upto 240m
From 241m upto 270m
From 271m upto 300m
Cost of 50lpm x250m Sub motor , Sub merisible motor
Cost of 7.5HP panel board Three phase
Labour charges for errection of 7.50 HP Submersible pumpset with GI pipes in the deep borewell including connection of Submersible cable etc., all complete
Supply and delivery of following GI/PVC pipes and specials as per relevant ISI specification for the scheme
50 mm GI Pipe Medium inside Bore Well
50mm GI Coupling
Cost of 4 sq.mm.flat type copper - - cable - PVC insulated and sheathed 3 core flat type copper cable confirming to IS 694/1990
Borewell cover MS flat size 1cmx3mm
MS clampset
50mm GI bend
50mm GM NRV
50mm Flangeset
50mm GI Nipple 0.30m
50mm GI Elbow
Wooden Board
100 Amps porcelain fuse unit 500V
Construction of KIOSK With Pedestral
Construction of Bore Protection Wall
Service wirePVC insulated single core multi strand fire retardant flexible copper cable with ISI mark confirming to IS 694/1990 84/0.3(6sq mm )
EB Deposit
Distribution Line (Sub Estimate)
Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete
Refilling in foundation and basement with excavated earth in layer of not more than 15cm thick
Towards Supply cost laying of GI/PVC Pipes & Specials and Electricals items including all cost and conveyance etc.. All complete
63mm 4KSC PVC Pipe
63mm 4KSC PVC Pipe laying and jointing
63mm PVC Elbow
63mm PVC Tee
63mm PVC End Cap
63mm PVC Ball Valve
Pumping Line (Sub Estimate)
Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete
Refilling in foundation and basement with excavated earth in layer of not more than 15cm thick
Towards Supply cost laying of GI/PVC Pipes & Specials and Electricals items including all cost and conveyance etc.. All complete
75mm 4KSC PVC Pipe
75mm 4KSC PVC Pipe laying and jointing
75mm PVC Elbow
75mm PVC Tee
75mm PVC End Cap
75mm PVC Ball Valve
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)
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