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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.4 LAccepted-AOC | L1 | Accepted-AOC Being L1 Bidder | |
| 2 | L2₹17.4 L+₹71,989.50 (4.33%)Rejected-Finance C 150 ADG P CHENNAI | L2 | Rejected-Finance Being Not L1 Bidder | |
| 3 | L3₹17.6 L+₹95,878.85 (5.76%)Rejected-Finance 109 D ALLAI SALT COMPOUND OLD LAKSHMI THEATRE KRISHNAPURAM COONOOR 643102 THE NILGIRIS | COONOOR | THE NILGIRIS | TAMIL NADU | 643102 | L3 | Rejected-Finance Being Not L1 Bidder | |
| 4 | L4₹18.6 L+₹2.0 L (12.0%)Rejected-Finance CHENNAI | CHENNAI | TAMIL NADU | 600001 | L4 | Rejected-Finance Being Not L1 Bidder | |
| 5 | L5₹19.7 L+₹3.0 L (18.2%)Rejected-Finance DOOR NO IV 400 NEAR RAMANTHALI GHSS RAMANTHALI PO KANNUR 670308 | KANNUR | KERALA | 670308 | L5 | Rejected-Finance Being Not L1 Bidder |
| Sl No | Description | Qty | Unit | K.AYYAPPAN L3 | Shree Amritha builders L1 | S.RAMACHANDRAN L2 | SREE CONSTRUCTIONS L6 | SREEKRUPA ENTERPRISES L5 | JK BUILDERS L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | S & F for UPVC 200 mm square 3 mm thick Euro Guard rain water harvesting roof Gutter pipe including bend,stopper,Elbow/corner/end drop and fixing with manufacturar brackets to adjucent wall/wooden frame with all fitting and necessary form work and making good of existing surface up to 5m height,complete all as specified and as directed. | 100 | RM | 1,211 ₹1,21,100 | 1,050 ₹1,05,000 Lowest | 1,080 ₹1,08,000 | 2,400 ₹2,40,000 | 1,500 ₹1,50,000 | 1,410 ₹1,41,000 |
| 2.00 | S & F for UPVC pipe SCH-40 of 200 mm dia single socketed in any length with rubber ring joints fixed to wall/laid in trenchs including all fittings like bends,elbows,brackets etc.,complete all as specified and as directed. | 80 | RM | 2,450 ₹1,96,000 | 2,250 ₹1,80,000 | 2,400 ₹1,92,000 | 2,200 ₹1,76,000 Lowest | 2,500 ₹2,00,000 | 2,450 ₹1,96,000 |
| 3.00 | Dismantling of single layer mangalore pattern roofing tiles complete all as specified and as directed. | 50 | SQM | 48 ₹2,400 | 60 ₹3,000 | 66 ₹3,300 | 25 ₹1,250 Lowest | 60 ₹3,000 | 53 ₹2,650 |
| 4.00 | M&L for roof tile, Mangalore pattern, interlocking at side joints, laid dry all as specified and as directed | 50 | Sqm | 875 ₹43,750 | 900 ₹45,000 | 960 ₹48,000 | 600 ₹30,000 Lowest | 900 ₹45,000 | 900 ₹45,000 |
| 5.00 | S&F Pre-painted galvalumealuminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof overing/cladding to wall,eve sheets, fixed with self tapping screws all as specified and as directed. | 30 | Sqm | 1,125 ₹33,750 | 1,050 ₹31,500 Lowest | 1,080 ₹32,400 | 1,100 ₹33,000 | 1,050 ₹31,500 Lowest | 1,245 ₹37,350 |
| 6.00 | Excavation in trenches n.exc 1.50m wide and n.exc 1.50 m in depth for foundation etc, n.exc 10 sqm on plan and getting out in hard/dense soil all as specified and as directed. | 26.25 | Cum | 445 ₹11,681.25 | 450 ₹11,812.5 | 480 ₹12,600 | 280 ₹7,350 Lowest | 500 ₹13,125 | 455 ₹11,943.75 |
| 7.00 | All as per item no.6 above but in soft/loose soil all as specified and as directed | 41 | Cum | 400 ₹16,400 | 390 ₹15,990 | 420 ₹17,220 | 290 ₹11,890 Lowest | 440 ₹18,040 | 355 ₹14,555 |
| 8.00 | Excavating over area not exceeding 1.50 m deep and gettiing out in Hard/Dense soil. all as specified and as directed | 7 | Cum | 400 ₹2,800 | 600 ₹4,200 | 570 ₹3,990 | 360 ₹2,520 Lowest | 720 ₹5,040 | 600 ₹4,200 |
| 9.00 | All as per item no 8 above but exe 1.5 m but n exc 3.m depth all as specified and as directed | 7 | Cum | 650 ₹4,550 | 720 ₹5,040 | 810 ₹5,670 | 390 ₹2,730 Lowest | 950 ₹6,650 | 850 ₹5,950 |
| 10.00 | Returning filling in including spreading levelling, watering and well ramming in layers not exceeding 25 cm in hard / dense soil.all as specified and as directed | 18 | Cum | 175 ₹3,150 | 180 ₹3,240 | 150 ₹2,700 Lowest | 170 ₹3,060 | 210 ₹3,780 | 201 ₹3,618 |
Tender Value
₹15.3 L
EMD Value
₹30,600
Closing Date
20 Jul 2026, 6:00 pmClosed
Shri Pawan Kumar Goswami, EE, GE DSSC
BARRACKS-POST, WELLINGTON, THE NILGIRIS, TAMIL NADU, PIN-643231
PROVISION OF SUMP,SOAKAGE WELL AND DRAIN COVERS NEAR BUILDING NO IA/IIA AT NHDO DUNMORE HOUSE
2026_MES_773857_1
8645/E8
Open Tender
Civil Works
Item Rate
180 days
WELLINGTON
PLEASE REFER TENDER DOCUMENTS AND NIT
8 documents required · 8 mandatory
₹500
GE DSSC WELLINGTON
₹30,600
Yes
24 Sept 2026
22 Jun 2026
27 Jul 2026
22 Jun 2026
20 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | S & F for UPVC 200 mm square 3 mm thick Euro Guard rain water harvesting roof Gutter pipe including bend,stopper,Elbow/corner/end drop and fixing with manufacturar brackets to adjucent wall/wooden frame with all fitting and necessary form work and making good of existing surface up to 5m height,complete all as specified and as directed. | 100 | RM | - | - |
| 2 | S & F for UPVC pipe SCH-40 of 200 mm dia single socketed in any length with rubber ring joints fixed to wall/laid in trenchs including all fittings like bends,elbows,brackets etc.,complete all as specified and as directed. | 80 | RM | - | - |
| 3 | Dismantling of single layer mangalore pattern roofing tiles complete all as specified and as directed. | 50 | SQM | - | - |
| 4 | M&L for roof tile, Mangalore pattern, interlocking at side joints, laid dry all as specified and as directed | 50 | Sqm | - | - |
| 5 | S&F Pre-painted galvalumealuminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof overing/cladding to wall,eve sheets, fixed with self tapping screws all as specified and as directed. | 30 | Sqm | - | - |
| 6 | Excavation in trenches n.exc 1.50m wide and n.exc 1.50 m in depth for foundation etc, n.exc 10 sqm on plan and getting out in hard/dense soil all as specified and as directed. | 26.25 | Cum | - | - |
| 7 | All as per item no.6 above but in soft/loose soil all as specified and as directed | 41 | Cum | - | - |
| 8 | Excavating over area not exceeding 1.50 m deep and gettiing out in Hard/Dense soil. all as specified and as directed | 7 | Cum | - | - |
| 9 | All as per item no 8 above but exe 1.5 m but n exc 3.m depth all as specified and as directed | 7 | Cum | - | - |
| 10 | Returning filling in including spreading levelling, watering and well ramming in layers not exceeding 25 cm in hard / dense soil.all as specified and as directed | 18 | Cum | - | - |
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