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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.6 LAccepted-AOC | ₹17.6 L | L1 | Accepted-AOC Being Lowest Bidder |
| 2 | L2₹1.9 L−₹15.7 L (89.2%)Rejected-Finance | ₹1.9 L−₹15.7 L (89.2%) | L2 | Rejected-Finance Since not being lowest |
| 3 | L3₹21.1 L+₹3.6 L (20.3%)Rejected-Finance | ₹21.1 L+₹3.6 L (20.3%) | L3 | Rejected-Finance Since not being lowest |
| 4 | L4₹21.8 L+₹4.3 L (24.3%)Rejected-Finance | ₹21.8 L+₹4.3 L (24.3%) | L4 | Rejected-Finance Since not being lowest |
| 5 | L5₹22.7 L+₹5.1 L (29.1%)Rejected-Finance | ₹22.7 L+₹5.1 L (29.1%) | L5 | Rejected-Finance Since not being lowest |
| Sl No | Description | Qty | Unit | OM SAI ELECTRICALS L2 | SACHIN CONSTRUCTIONS L5 | Susheel Enterprises L4 | M/S Kartik Enterprises L3 | M/S J J ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches laying of cables, poles and stay and type of hard/dence soil not exceeding 1.5 Mtr wide and not exceeding 1.5 Mtr deep and getting out in hard /dense soil. | 135 | Cum | 800 ₹1,08,000 | 860 ₹1,16,100 | 800 ₹1,08,000 | 800 ₹1,08,000 | 490 ₹66,150 Lowest |
| 2.00 | Returning, filling in including spreading, leveling and well ramming in layers not exceeding 25 cm as in soil. | 121.5 | Cum | 150 ₹18,225 | 186 ₹22,599 | 148 ₹17,982 | 200 ₹24,300 | 140 ₹17,010 Lowest |
| 3.00 | Removing excavated soil of any type not exc 50 m and depositing where directed at a level n. exc 1.5 m above the starting point. | 13.5 | Cum | 300 ₹4,050 | 366 ₹4,941 | 220 ₹2,970 Lowest | 350 ₹4,725 | 250 ₹3,375 |
| 4.00 | Supply and lay Double walled corrugated pipe (DWC ), heavy duty 77/63 mm bore for cable protection as a guard pipe including required accessories etc. complete as specified and directed. | 140 | RM | 239 ₹33,460 | 290 ₹40,600 | 263 ₹36,820 | 280 ₹39,200 | 180 ₹25,200 Lowest |
| 5.00 | M&L for Trial bore of 200 mm dia upto 200 mtr depth below ground level in any kind of soil strata including hard stone /boulder etc all as specified and directed by Engr-in-charge. ( Note :- Two trail of bore will be measured) | 130 | RM | 1,500 ₹1,95,000 | 1,822 ₹2,36,860 | 1,820 ₹2,36,600 | 1,650 ₹2,14,500 | 1,150 ₹1,49,500 Lowest |
| 6.00 | M&L for development of trial bore by reaming-up upto 200/250 mm for 60 RM from ground level including casing pipe of 200 mm dia and diagonal thickness 8 mm and pea gravel all as specified and directed by Engr-in-charge. | 66 | RM | 8,200 ₹5,41,200 Lowest | 9,950 ₹6,56,700 | 10,500 ₹6,93,000 | 9,150 ₹6,03,900 | 8,500 ₹5,61,000 |
| 7.00 | M & L for fixing of MS reducer , bail plug , well cap,MS strip for centring ,MS iron clamp,electric logging and sample strata box including 100 mm PCC 1:3:6 type C-1 using 20 mm graded stone aggregate around the borewell minimum 2 m radious complete all as specified and as directed by Engr-in-charge. | 1 | Each Job | 42,000 ₹42,000 Lowest | 48,565 ₹48,565 | 43,850 ₹43,850 | 46,300 ₹46,300 | 42,000 ₹42,000 Lowest |
| 8.00 | M&L for development of one tubewell with compressed air and after with 25% extra capacity pump by pumping muddy water all as specified and directed by Engr-in-charge. | 20 | Hr | 1,400 ₹28,000 Lowest | 1,672 ₹33,440 | 1,540 ₹30,800 | 1,550 ₹31,000 | 1,450 ₹29,000 |
| 9.00 | M&L for conducting a yield test of the borewell by continous pumping for a period of 3 (three) hours in order to determine the safe yield/discharge of the borewell. The test shall be conducted strictly as per standard procedure and as directed by the Engr-in-charge. | 1 | Each | 9,000 ₹9,000 | 10,722 ₹10,722 | 9,000 ₹9,000 | 9,850 ₹9,850 | 7,500 ₹7,500 Lowest |
| 10.00 | Supply and lowering high density polyethylene pipe HDPE of pressure rating 16 kg/ sqcm lowering into borewell as column pipe etc. of size 40 mm nominal dia , ISI Marked including fixing of necessary SS nipple on both side for fixing of submersible pump and existing water pipe line with flanged and bolts & nuts required at site etc. complete all as directed. | 130 | RM | 200 ₹26,000 Lowest | 370 ₹48,100 | 232 ₹30,160 | 350 ₹45,500 | 280 ₹36,400 |
Tender Value
₹19.3 L
EMD Value
₹39,000
Closing Date
16 Jun 2026, 6:00 pmClosed
SHRI JITENDRA KUMAR MEENA IDSE EE
GARRISON ENGINEER (NW) VASCO Opposite KV No.2, School, Shantinagar, Vasco-Da-Gama, Goa-403802.
8225/E8
2026_MES_767916_1
8225/E8
Open Tender
Water Equipments/ Meter/ Drilling/ Boring
Item Rate
180 days
VASCO-DA-GAMA
Please refer tender documets
9 documents required · 9 mandatory
₹500
GE (NW) VASCO
₹39,000
Yes
28 Aug 2026
26 May 2026
23 Jun 2026
26 May 2026
16 Jun 2026
9 Jun 2026
26 May 2026 - 31 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches laying of cables, poles and stay and type of hard/dence soil not exceeding 1.5 Mtr wide and not exceeding 1.5 Mtr deep and getting out in hard /dense soil. | 135 | Cum | - | - |
| 2 | Returning, filling in including spreading, leveling and well ramming in layers not exceeding 25 cm as in soil. | 121.5 | Cum | - | - |
| 3 | Removing excavated soil of any type not exc 50 m and depositing where directed at a level n. exc 1.5 m above the starting point. | 13.5 | Cum | - | - |
| 4 | Supply and lay Double walled corrugated pipe (DWC ), heavy duty 77/63 mm bore for cable protection as a guard pipe including required accessories etc. complete as specified and directed. | 140 | RM | - | - |
| 5 | M&L for Trial bore of 200 mm dia upto 200 mtr depth below ground level in any kind of soil strata including hard stone /boulder etc all as specified and directed by Engr-in-charge. ( Note :- Two trail of bore will be measured) | 130 | RM | - | - |
| 6 | M&L for development of trial bore by reaming-up upto 200/250 mm for 60 RM from ground level including casing pipe of 200 mm dia and diagonal thickness 8 mm and pea gravel all as specified and directed by Engr-in-charge. | 66 | RM | - | - |
| 7 | M & L for fixing of MS reducer , bail plug , well cap,MS strip for centring ,MS iron clamp,electric logging and sample strata box including 100 mm PCC 1:3:6 type C-1 using 20 mm graded stone aggregate around the borewell minimum 2 m radious complete all as specified and as directed by Engr-in-charge. | 1 | Each Job | - | - |
| 8 | M&L for development of one tubewell with compressed air and after with 25% extra capacity pump by pumping muddy water all as specified and directed by Engr-in-charge. | 20 | Hr | - | - |
| 9 | M&L for conducting a yield test of the borewell by continous pumping for a period of 3 (three) hours in order to determine the safe yield/discharge of the borewell. The test shall be conducted strictly as per standard procedure and as directed by the Engr-in-charge. | 1 | Each | - | - |
| 10 | Supply and lowering high density polyethylene pipe HDPE of pressure rating 16 kg/ sqcm lowering into borewell as column pipe etc. of size 40 mm nominal dia , ISI Marked including fixing of necessary SS nipple on both side for fixing of submersible pump and existing water pipe line with flanged and bolts & nuts required at site etc. complete all as directed. | 130 | RM | - | - |
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