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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 LAccepted-Finance H NO 923 31 NEAR SOCORRO PANCHAYAT PORVORIM BARDEZ GOA | NORTH GOA | GOA | 403001 | ₹9.6 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹10.8 L+₹1.2 L (12.5%)Rejected-Finance FLAT NO S 1 NEAR JAMIYA MASJID COTTOWADA PONDA GOA | SOUTH GOA | GOA | 403103 | ₹10.8 L+₹1.2 L (12.5%) | L2 | Rejected-Finance Rejected |
Tender Value
₹12.0 L
EMD Value
₹24,076
Closing Date
21 Apr 2026, 3:00 pmClosed
Executive Engineer WD-I
o/o Executive Engineer WD-I DDW, St. Inez, Panaji
Urgent shifting of 350mm Dia MS pipeline due to reconstruction of pipe culverts at Swastik vidhyalay in V.P Veling Priol Cuncoliem in Priol Constituency.
2026_DDW_28599_1
DDW/DI/ASW/02/26-27 Line1
Open Tender
Civil Works - Water Works
Percentage
60 days
Panaji
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
₹24,076
8 May 2026
9 Apr 2026
22 Apr 2026
9 Apr 2026
21 Apr 2026
9 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 |
|---|---|---|---|---|---|
| 1Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation pipeline trenches drain (not exceeding 1.5m in width or 10 sq. m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. | |||||
| 1.01 | a) All types of Ordinary rock including all types of laterite rock, blasting prohibited | - | Cu.m | - | - |
| 2Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | |||||
| 3Providing & laying cement concrete 1: 1.5: 3 (1 cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: | |||||
| 3.01 | a) All works upto plinth level | - | Cu.m | - | - |
| 4Providing and laying reinforced cement concrete of grade M-25 (Mix design) with coarse sand & graded granatic or basaltic stone Aggregate 20 mm nominal size as per mix design requirement excluding plastering & cost of centering/shuttering & reinforcement. including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing the strength and durability as per the direction of the Engineer in charge. M-25 grade of reinforced cement concrete by using 410 kg of cement per cu.m of concrete. All works upto floor five level. | |||||
| 5Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. | |||||
| 6Centering and shuttering including struttings, propping etc. and removal of formwork for : | |||||
| 6.01 | I) Foundations, footings, bases for columns | - | Sq.m | - | - |
| 6.02 | II) Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan) | - | Sq.m | - | - |
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