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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 LAccepted-Finance FLAT NO T 1 H NO 1216 T 1 SAMRUDDHI SQUARE SALVADOR DO MUNDO ALTO TORDA BARDEZ GOA | NORTH GOA | GOA | 403529 | ₹12.1 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹12.6 LRejected-Finance ASHIRWAD H NO 481 FF1 PART VIDHYA ENCLAVE VOLANT BETIM ALTO PORVORIM BARDEZ GOA | NORTH GOA | GOA | 403001 | ₹12.6 L | L2 | Rejected-Finance Rejected |
Tender Value
₹12.0 L
EMD Value
₹23,926
Closing Date
23 Apr 2026, 3:00 pmClosed
Executive Engineer WD-I
o/o Executive Engineer WD-I DDW, St. Inez, Panaji
Improvement of water supply to St. Andre Constituency - Construction of pump house for inline booster pump for improvement of water supply to Santan tank.(2nd Call)
2026_DDW_28659_1
DDW/DI/ASW/03/26-27 Line6
Open Tender
Civil Works - Water Works
90 days
Panaji
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
₹23,926
14 May 2026
13 Apr 2026
24 Apr 2026
13 Apr 2026
23 Apr 2026
13 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Manufacturing and supplying at the site of work ER welded MS pipes including procurement of plates, gas cutting to required size, rolling, tack welding, assembling in suitable length to form pipe, welding on automatic machine and forming v edge on both ends of pipes, including hydraulic pressure test conforming to IS : 3589- 2001 grade Fe 410 in double random length of 10 to 12.2 metres in bevelled ends including ,freight loading & unloading mechanical crane & stacking at site etc. Complete. | |||||
| 1.01 | I) Size in ( OD ) in MM for 10mm thickness | - | - | - | - |
| 1.02 | a) 219.1 | - | Metre | - | - |
| 2Supplying stacking at site and conveying hoisting, laying in position to correct line and level and linking joints of MS specials. Fabricated from MS plate including cutting, bending, welding, procurement of plates, gas cutting to required size, rolling, tack welding, assembling in suitable length to form special, welding on automatic machine and forming V edge on both ends of special as required, hydraulic pressure test at factory to the required test pressure conforming to IS : 3589-1991 including freight etc. Complete. | |||||
| 2.01 | I) With 10 mm -12 mm thick plate | - | - | - | - |
| 2.02 | a) M.S.spigot tail piece suitable for connecting M.S pipeline with C.I./D.I pipeline | - | Kg | - | - |
| 2.03 | II) With 25 mm thick Plate | - | - | - | - |
| 2.04 | a) Flanges | - | Kg | - | - |
| 3Earthwork in excavation in all types of stratas comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all varities, shingles, pebbles all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/Shuttered / decomposed rock or weathered rock and all such other materials described under Appendix-A to those specifications either in full or in parts as the case may be, adopting any approved method or methods as may be convenient or permitted, inclusive of chiselling/wedging etc. in all conditions such as dry, moist, saturated, submerged foul conditions etc. and as directed by the Engineer-in-Charge etc. All complete in foundation, pipeline trenches, drains not exceeding 1.50 mts. width 10 sq.m. on plan including dressing of sides ramming of bottoms including getting out the excavated soil and disposal of surplus soil for all leads & lifts including providing barricading, danger lighting, guarding as directed by the departmental officer. | |||||
| 4Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | |||||
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