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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.4 LAccepted-Finance H NO 72 KOTHIWADA KARAPUR SANKHALI GOA | ₹30.4 L | L1 | Accepted-Finance lowest quoted |
| 2 | L2₹35.6 L+₹5.2 L (17.1%)Rejected-Finance | ₹35.6 L+₹5.2 L (17.1%) | L2 | Rejected-Finance high quoted |
| 3 | Rejected-Technical | - | - | Rejected-Technical condition not fulfilled |
Tender Value
₹37.1 L
EMD Value
₹74,239
Closing Date
9 Mar 2026, 5:00 pmClosed
Executive Engineer-V
office of the Executive Engineer -V, PWD, Altinho Panaji Goa.
Construction of Common Crematorium in Sy.no. 64/1-A of Village Panchayat Karapur Sarvan in Mayem Constituency under MPLAD Scheme.
2026_PWD_27974_1
PWD/D-V/ASW-I/77/25-26/L01
Open Tender
Civil Works - Buildings
Percentage
120 days
Altinho, Panaji -Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
₹74,239
20 Mar 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 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 |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m 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 50 m. All kinds of soil | 158.21 | cu.m | 291 | ₹46,039.11 |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 64.51 | cu.m | 2,211 | ₹1,42,631.61 |
| 3 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:All works upto plinth level | 32.24 | cu.m | 6,810 | ₹2,19,554.4 |
| 4 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 37.77 | cu.m | 5,186 | ₹1,95,875.22 |
| 5 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in superstructure from floor I level upto floor V level. | 61.48 | cu.m | 6,115 | ₹3,75,950.2 |
| 6 | Providing 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 requirment excluding plastering & cost of centeri ng/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. | 28.06 | cu.m | 7,624 | ₹2,13,929.44 |
| 7 | Centering & shuttering including Strutting Propping & removal of forms for :;Foundations Footings Bases for columns | 42.96 | sq.m | 407 | ₹17,484.72 |
| 8 | Centering & shuttering including Strutting Propping & removal of forms for :;Columns Piers Pillars Aburments Posts and struts (square rectangle polygon in plan) | 68.06 | sq.m | 598 | ₹40,699.88 |
| 9 | Providing 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. | 1,957.6 | kg | 105 | ₹2,05,548 |
| 10 | Steel work in built up tubular (round square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923
/Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of (SAIL TATA. VIZAG JSW
APOLLO Steel Ltd.) make (Min Yeild Stress 310 Mpa)) trusses etc. including cutting hoisting fixing in position and applying a priming coat of approved steel primer including welding and bolted with special shaped washers etc. complete. | 5,330.84 | kg | 184 | ₹9,80,874.56 |
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