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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹19.8 LAccepted-AOC | l1 | Accepted-AOC lowest | |
| 2 | l2₹19.9 L+₹4,800 (0.24%)Rejected-Finance | l2 | Rejected-Finance l2 |
| Sl No | Description | Qty | Unit | R K SURESH L1 | V RAVIKUMAR L2 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF WELL AND LAYING OF PIPE LINE AT ELITHORAI VILLAGE H/O YEDAPALLI IN COONOOR PANCHAYAT UNION 2025-2026 | |||||
| 1.10 | Earthwork excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15CM thick well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc including levelling the sites complete complying with standard specifications and as directed in hard stiff clay, stiff black cotton soil, hard red earth, shales, murrams, gravel, stoney earth and earth muds with 50% | 35.42 | Cum | 369 ₹13,069.98 Lowest | 370 ₹13,105.4 |
| 1.20 | Earthwork excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15CM thick well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc including levelling the sites complete complying with standard specifications and as directed in hard stiff clay, stiff black cotton soil, hard red earth, shales, murrams, gravel, stoney earth and earth muds with 50% | 35.42 | Cum | 738 ₹26,139.96 Lowest | 740 ₹26,210.8 |
| 1.30 | Earthwork excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15CM thick well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc including levelling the sites complete complying with standard specifications and as directed in hard stiff clay, stiff black cotton soil, hard red earth, shales, murrams, gravel, stoney earth and earth muds with 50% | 53.13 | Cum | 1,477 ₹78,473.01 Lowest | 1,480 ₹78,632.4 |
| 1.40 | Supplying and erecting centering for sides and soffits including supports and strutting upto 3.29m height for plane surface in all floors with Cross bracings using mild steel sheets of size 90cms x 60cm and 10 gauge stiffened welded with mild steel angles of size 25mm x 25mmx3mm for boarding laid over silver oak (Country wood) Joists of size 10cm x 6.5 cm dia spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc complete complying with standard specification and as directed for the following items. | 230.06 | Sqm | 2,211 ₹5,08,662.66 Lowest | 2,215 ₹5,09,582.9 |
| 1.50 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire) | 1.5 | MT | 1,06,297 ₹1,59,445.5 Lowest | 1,06,300 ₹1,59,450 |
| 1.60 | Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone M.Sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works 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 and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three M.Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers | 25.98 | Cum | 12,078 ₹3,13,786.44 Lowest | 12,080 ₹3,13,838.4 |
| 1.70 | Provision for Supply and fixing steel Well cover complying with standard specifications and as directed by the departmental officers etc complete. | 1 | LS | 50,000 ₹50,000 Lowest | 50,005 ₹50,005 |
| 1.80 | PIPE LINE Supply and delevery of GI pipe medium grade (Class B) fittings Including cost and covenience of material to the site. GI pipe 50mm dia | 540 | RM | 464 ₹2,50,560 Lowest | 465 ₹2,51,100 |
| 1.90 | Gun metal Gate valve 50mm dia | 2 | Nos | 2,190 ₹4,380 Lowest | 2,195 ₹4,390 |
Tender Value
₹20 L
EMD Value
₹20,000
Closing Date
23 Sept 2025, 3:00 pmClosed
BDO COONOOR
PANCHAYAT UNION COONOOR
CONSTRUCTION OF WELL AND LAYING OF PIPE LINE AT ELITHORAI VILLAGE H/O YEDAPALLI PANCHAYAT
2025_RDTN_604466_1
MLACDS CNR 2025-2026
Open Tender
Civil Works
Item Rate
ELITHORAI VILLAGE
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹20,000
PANCHAYAT UNION COONOOR
6 Oct 2025
16 Sept 2025
23 Sept 2025
16 Sept 2025
23 Sept 2025
16 Sept 2025
22 Sept 2025
Amount
CONSTRUCTION OF WELL AND LAYING OF PIPE LINE AT ELITHORAI VILLAGE H/O YEDAPALLI IN COONOOR PANCHAYAT UNION 2025-2026
Earthwork excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15CM thick well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc including levelling the sites complete complying with standard specifications and as directed in hard stiff clay, stiff black cotton soil, hard red earth, shales, murrams, gravel, stoney earth and earth muds with 50%
Earthwork excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15CM thick well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc including levelling the sites complete complying with standard specifications and as directed in hard stiff clay, stiff black cotton soil, hard red earth, shales, murrams, gravel, stoney earth and earth muds with 50%
Earthwork excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15CM thick well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc including levelling the sites complete complying with standard specifications and as directed in hard stiff clay, stiff black cotton soil, hard red earth, shales, murrams, gravel, stoney earth and earth muds with 50%
Supplying and erecting centering for sides and soffits including supports and strutting upto 3.29m height for plane surface in all floors with Cross bracings using mild steel sheets of size 90cms x 60cm and 10 gauge stiffened welded with mild steel angles of size 25mm x 25mmx3mm for boarding laid over silver oak (Country wood) Joists of size 10cm x 6.5 cm dia spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc complete complying with standard specification and as directed for the following items.
Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire)
Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone M.Sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works 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 and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three M.Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers
Provision for Supply and fixing steel Well cover complying with standard specifications and as directed by the departmental officers etc complete.
PIPE LINE Supply and delevery of GI pipe medium grade (Class B) fittings Including cost and covenience of material to the site. GI pipe 50mm dia
Gun metal Gate valve 50mm dia
GI Elbow 50 mm dia
GI Cuppling 50mm dia
GI Bend 50mm dia
GI union 50mm dia
GI Hex Nipple 50mm dia
Labour only for lying of pipeline including all cost of labours and materials. GI pipe 50mm dia
Provision for transport,headloading charges
PUMP ROOM Earthwork excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15CM thick well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc including levelling the sites complete complying with standard specifications and as directed in hard stiff clay, stiff black cotton soil, hard red earth, shales, murrams, gravel, stoney earth and earth muds with 50%
Cement concrete 1:4:8 using 40mm gauge hand broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15cm, thick, compacting etc., complete complying with standard specification and as directed.
Random rubble masonry in cement mortar 1:5 (One cement and five sand) for foundation and basement including necessary provision of bond stone with simultaneous flush pointing with the same mortar above ground level complying with standard specifications.
Brick work in cement mortar 1:5 (One cement five sand) using country bricks ground molded of size 23x11x7 cm for the following including curing etc. complete complying with standard specification.
Supplying and erecting centering for sides and soffits including supports and strutting upto 3.29m height for plane surface in all floors with Cross bracings using mild steel sheets of size 90cms x 60cm and 10 gauge stiffened welded with mild steel angles of size 25mm x 25mmx3mm for boarding laid over silver oak (Country wood) Joists of size 10cm x 6.5 cm dia spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc complete complying with standard specification and as directed for the following items.
Supplying, fabricating and placing in position mild steel or ribbed tor steel for all reinforced cement concrete works as per the design given including cost of steel and binding wire in all floors etc. complete complying with standard specification (MS rods or RTS bars will be supplied departmentally at section stores and cost will be recovered at issue rate) The binding wire shall be supplied by the contractor.
Reinforced cement concrete 1:1.5:3 (One cement two sand four hand broken stone) suing 20mm gauge hand broken hard granite stone jelly for all RCC items of works excluding cost of reinforcement and fabricating charges centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or Roof Slabs wherever necessary and bearing surfaces of walls sides and bottom of the slabs beams etc shall be finished smooth with cement mortar 1:3 (one cement three sand) 12mm thick and with Kraft paper without claiming extra etc. as directed by the departmental Officers complete complying with standard specification. The rate is to include vibration charges
Finishing the exposed surface of RCC item of work such as slabs, beams, sunshade, facia canopy slab, staircase waist slab, landing slab, etc. with cement mortar 1:3 (One Cement and three sand) 10mm thick including raking the surface. The rate is to include the cost of providing cement mortar beading or nosing for sunshades and staircase steps, landing slabs, etc complete complying with standard specification.
Plastering with Cement mortar 1:5 (one cement and five sand) 12mm thick in all floors including curing etc. complete complying with standard specification and as directed.
Distembering two coats with best approved distember including cost and conveyance of all materials to site and all labour charges etc complete
Altima apex exterior emlusion two coats with approved quality colour pigment including cost of matersls and labour charges etc complete
Painting two coats using good enamel paints including of all cost and conveyance of all materials to site for labour charges etc., complete.
Provision for MS door
Provision for ventilator
Provision for 10 HP submersible Pump
Provision for Electrification
Provision for Name Board and Photographic Charge
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
V RAVIKUMAR (BID ID -1468772)
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