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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.8 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹18.8 L+₹97,930 (5.49%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | Rejected-Technical | - | Rejected-Technical The firm is not enlisted in one of the requisite category ie b i Also the firm has not submitted uploaded any details regarding their experience in execution of similar nature of work | |
| 4 | Rejected-Technical | - | Rejected-Technical The firm is not enlisted in one of the requisite category ie a ii Also the firm has not submitted uploaded any details regarding their experience in execution of similar nature of work | |
| 5 | Rejected-Technical | - | Rejected-Technical The firm is not enlisted in one of the requisite category ie a ii Also the firm has not submitted uploaded any details regarding their experience in execution of similar nature of work |
| Sl No | Description | Qty | Unit | OM SAI ELECTRICALS L1 | Susheel Enterprises L2 |
|---|---|---|---|---|---|
| 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. | 70 | Cum | 800 ₹56,000 Lowest | 850 ₹59,500 |
| 2.00 | Returning, filling in including spreading, leveling and well ramming in layers not exceeding 25 cm as in soil. | 63 | Cum | 150 ₹9,450 | 130 ₹8,190 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. | 7 | Cum | 300 ₹2,100 | 160 ₹1,120 Lowest |
| 4.00 | Supply and lay Double walled corrugated pipe (DWC ), heavy duty 63/77 mm bore for cable protection as a guard pipe including required accessories etc. complete as specified and directed. | 145 | RM | 174 ₹25,230 Lowest | 210 ₹30,450 |
| 5.00 | M&L for Trial bore of 150 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) | 140 | RM | 1,450 ₹2,03,000 Lowest | 1,620 ₹2,26,800 |
| 6.00 | M&L for development of trial bore by reaming-up upto 150 mm for 60 RM from ground level including casing pipe of 150 mm dia and diagonal thickness 8 mm and pea gravel all as specified and directed by Engr-in-charge. | 66 | RM | 7,900 ₹5,21,400 Lowest | 8,230 ₹5,43,180 |
| 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 | 45,000 ₹45,000 |
| 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 | 1,500 ₹30,000 |
| 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 Lowest | 9,000 ₹9,000 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. | 140 | RM | 190 ₹26,600 Lowest | 205 ₹28,700 |
Tender Value
₹18.4 L
EMD Value
₹37,000
Closing Date
11 Sept 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.
8269/E8
2026_MES_784497_1
8269/E8
Open Tender
Water Equipments/ Meter/ Drilling/ Boring
Item Rate
180 days
VASCO-DA-GAMA
Class E Category a ii and b i
9 documents required · 9 mandatory
₹500
GE (NW) VASCO
₹37,000
Yes
1 Oct 2026
14 Aug 2026
18 Sept 2026
14 Aug 2026
11 Sept 2026
28 Aug 2026
14 Aug 2026 - 19 Aug 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. | 70 | Cum | - | - |
| 2 | Returning, filling in including spreading, leveling and well ramming in layers not exceeding 25 cm as in soil. | 63 | 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. | 7 | Cum | - | - |
| 4 | Supply and lay Double walled corrugated pipe (DWC ), heavy duty 63/77 mm bore for cable protection as a guard pipe including required accessories etc. complete as specified and directed. | 145 | RM | - | - |
| 5 | M&L for Trial bore of 150 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) | 140 | RM | - | - |
| 6 | M&L for development of trial bore by reaming-up upto 150 mm for 60 RM from ground level including casing pipe of 150 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. | 140 | RM | - | - |
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