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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.5 LAccepted-AOC | ₹19.5 L | L1 | Accepted-AOC Admitted |
| 2 | L2₹19.6 LRejected-AOC | ₹19.6 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | K.Narayanan Civil Contractor L1 | VIMAL MATERIAL SUPPLIERS L2 |
|---|---|---|---|---|---|
| 1.001. Construction of 30000Litres Capacity OHT at Usthalahalli Village H/o Moramadugu Rs.19.70/- 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 | 46.24 | Cum | 263.52 ₹12,185.16 | 264.31 ₹12,221.69 |
| 4.00 | Second Depth of 1m | 8.06 | Cum | 263.52 ₹2,123.97 | 264.31 ₹2,130.34 |
| 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. | 2.3 | Cum | 1,844.61 ₹4,242.60 | 1,850.11 ₹4,255.25 |
| 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. | 2.77 | Cum | 5,487.21 ₹15,199.57 | 5,503.58 ₹15,244.92 |
| 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 | For items 1.5m to 4.5m below GL | 7.59 | Cum | 9,343.89 ₹70,920.13 | 9,371.77 ₹71,131.73 |
| 9.00 | For items 0 to 1.50m below GL | 1.75 | Cum | 9,205.26 ₹16,109.21 | 9,232.72 ₹16,157.26 |
| 10.00 | For items 0m to 4.5m above GL | 2.83 | Cum | 9,346.19 ₹26,449.72 | 9,374.07 ₹26,528.62 |
Tender Value
₹19.7 L
EMD Value
₹20,000
Closing Date
30 Jan 2026, 3:00 pmClosed
The Block Development Officer Krishnagiri
The Block Development Office Krishnagiri
Construction of 30000Liters Capacity OHT at Usthalahalli Village in Moramadugu Panchayat Under 15th CFC 2025-2026 Package No 2025-2026 KGI 31
2026_RDTN_647911_1
RocNo_33_2024_DPS_No1_01_12_25
Open Tender
Civil Works - Water Works
90 days
Krishnagiriq
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹20,000
28 Feb 2026
28 Jan 2026
30 Jan 2026
28 Jan 2026
30 Jan 2026
28 Jan 2026
1. Construction of 30000Litres Capacity OHT at Usthalahalli Village H/o Moramadugu Rs.19.70/- 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
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
R.C.C. 1:1/2:3 using 20mm HBG Stone
Shuttering charges by using MS angle and MS sheet
Steel fabrication, placing and fixing of steel including cost of steel and binding wire etc., complete
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
Vertical pipes at 0.45m spacing ( 3.142 * 5.34m / 0.45m = 38 nos)
Horizontal pipes over Vertical pipes ( 3.142 * 5.34m = 16.77m)
Supply and delivery of MS Base plate 40 x 6 mm thick for Hand Rails at 0.45 m height ( Horizantal ) Weight 1.99 kg / m = 3.14 *5.34 m = 16.77 m Total Weight 16.77 m X 1.90 kg = 30.86 kg
Supply and delivery of MS Base plate of 100 x 100 x 6 mm thick over cover slab for fixing of 32 mm GI Pipes (Medium) Pipes vertical (approximately 0.750 grams for each)
Supply and fixing of Anchoor fastner bolt 12 mm dia of 75 mm long in the base plates
Labour charges for Fabirication of MS flates and GI Pipes
32 mm dia GI Ppes cutting charges
32 mm dia GI Pipes Welding charges
MS Plates cutting charges
MS Flates Welding charges
Painting of Iron works
MS Flats ( 40 X 6 mm ) 80 + 12 = 92 mm
32 mm dia GI Ppes Horizantal ( 3.142 * 16.77 m * 0.034 m = 1.79 sqm) and 32 mm dia GI Ppes Vertical = 38 nos x 0.90 m x0.034 m - 1.16sqm ( 1.79 + 1.16 =2.95 )
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 Arranagement
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 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 Soak Pit
Earthwork excavation and depositing on bank with initital lead of 10 m and lift of 2.00 m iin Hard stiff clay, stiff black cotton soil Hard red earth shales, murrams and earth mixed with small size in various classification of soil cofirm to SS.20B refilling of excaveted the earth etc. complete.
Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone 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 curing etc. complete complying with standard specification
Brick work in Cement mortar 1:5 mix using country brick of size 22 x 11 x 7 cm including cost and conveyance and all labour charges etc.,
Supply and filling of 40 mm HBG metal (Jelly ) including cost and conveyance and all labour charges etc., complete
Supply and filling of Sand as per specification including cost and conveyance and all labour charges etc., complete
Plastering with CM 1:5 mix to 12 mm thick including cost and conveyance and all labour charges etc.,
Provision for Pumping Main
Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete Pipe Trench for 75mm 4ksc pipe
Refilling in foundation and basement with excavated earth in layer of not more than 15cm thick Pipe Trench, 75mm 6ksc pipe
Towards supply, cost, laying of GI/ PVC pipes & specials And Electrical items including all cost and conveyance etc., all complete 75mm HDPE Pipe including laying and jointing,
Towards cost for laying of PVC pipes including all cost and conveyance etc., all complete
75mm HDPE Pipe laying & jointing
Provision for DISTRIBUTION LINE
Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete Pipe Trench for 75mm 4ksc pipe
Refilling in foundation and basement with excavated earth in layer of not more than 15cm thick Pipe Trench, 75mm 6ksc pipe
Towards supply, cost, laying of GI/ PVC pipes & specials And Electrical items including all cost and conveyance etc., all complete 75mm HDPE Pipe including laying and jointing,
Towards cost for laying of PVC pipes including all cost and conveyance etc., all complete
63mm HDPE Pipe laying & jointing
Provision for chlorinator
Provision towards pipe line arrangements for FHTC including all cost and conveyance etc., all complete
90mm dia PVC pipe
63mm dia PVC pipe
32mm dia PVC pipe
63 x20mm PVC saddle
90 x63mm PVC reducer coupler
63mm x 50mm PVC reducer coupler
PVC gate valve 90mm dia
PVC gate valve 63mm dia
32mm PVC Elbow
32mm PVC End cap
90mm PVC End cap
Cost of brackets for PVC pipes
Labour charges for fixing the PVC pipes and specials including all charges
Provision for Photo Charges
Provision for Name Board Charges
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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