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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.0 LAccepted-Finance H NO 243 TILAMOL QUEPEM GOA | QUEPEM | GOA | ₹21.0 L | L1 | Accepted-Finance ACCEPTED BEING FIRST LOWEST BIDDER |
| 2 | L2₹21.9 LRejected-Finance | ₹21.9 L | L2 | Rejected-Finance REJECTED BEING SECOND LOWEST BIDDER |
| 3 | L3₹22.2 LRejected-Finance | ₹22.2 L | L3 | Rejected-Finance REJECTED BEING THIRD LOWEST BIDDER |
| 4 | L4₹24.6 LRejected-Finance H NO 21 1 BURING BALLI MATH CUNCOLIM SALCETE GOA | SOUTH GOA | GOA | 403103 | ₹24.6 L | L4 | Rejected-Finance REJECTED BEING FOURT LOWEST BIDDER |
Tender Value
₹23.5 L
EMD Value
₹47,031
Closing Date
9 Apr 2026, 1:00 pmClosed
EXECUTIVE ENGINEER
FFICE OF THE EXECUTIVE ENGINEER DIVISION XIX
Construction of Anganwadi at Ghanemarad in Survey No. 23/1 Village Xeldem in Quepem Taluka.
2026_PWD_28494_1
PWD/DIVISION XIX (Bldgs.)/ASW/F.4/2026--2027/ 01 LINE01
Open Tender
Civil Works - Buildings
180 days
Construction of Anganwadi at Ghanemarad in Survey
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹47,031
Yes
24 Apr 2026
2 Apr 2026
10 Apr 2026
2 Apr 2026
9 Apr 2026
2 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Earthwork 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 a) All kinds of soil | ||||||
| 2Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in a) All kinds of soil | ||||||
| 3Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. | ||||||
| 4Pre-cast cement concrete solid blocks masonry of compressive strength 70 kg / cm2 in cement mortar 1:4 (1 cement : 4 corase sand ) in partition walls size of blocks (30 x 20 x 10) | ||||||
| 5Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | ||||||
| 6Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | ||||||
| 7Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level. Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | ||||||
| 8Providing & 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: a) All works upto plinth level | ||||||
| 9Making plinth protection 50mm thick of Cement Concrete 1:3:6 (1cement: 3 Coarse Sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry laterite aggregate 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. | ||||||
| 10Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) a) All works upto plinth level. | ||||||
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