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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr Quoted ₹1.8 Cr | L1 | Accepted-AOC WorkOrder |
| 2 | L2₹1.8 CrRejected-Finance HOUSE NO 195 3 NAIKWADA CANCA BARDEZ GOA | ₹1.8 Cr | L2 | Rejected-Finance higher bidder |
| Sl No | Description | Qty | Unit | M/s IJM Construction L1 | I B CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00Civil Works | |||||
| 1.01 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 29 | 100 sq.m. | 400 ₹11,600 | 400 ₹11,600 |
| 1.02 | Earthwork 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 :
b. All types of Ordinary rock including all types of laterite rock, blasting prohibited | 998 | cu.m | 450 ₹4.5 L | 400 ₹4.0 L |
| 1.03 | 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.
b. All types of Ordinary rock including all types of laterite rock, blasting prohibited | 369 | cu.m | 400 ₹1.5 L | 400 ₹1.5 L |
| 1.04 | Refilling 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. | 1,174 | cu.m | 150 ₹1.8 L | 200 ₹2.3 L |
| 1.05 | Pre-cast cement concrete solid block masonry of compressive strength 70 kg / cm2 in cement mortar 1:4 (1 cement : 4 corase sand ) in foundation and plinth size of blocks (30 x 20 x 15)
in foundation and plinth | 126 | cu.m | 6,100 ₹7.7 L | 6,500 ₹8.2 L |
| 1.06 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 692 | cu.m | 1,500 ₹10.4 L | 1,800 ₹12.5 L |
| 1.07 | Providing and constructing garden benches of size 2.4mtsx0.45mtsX 0.45 mt ( as per the drawing). Precast RCC concrete slab 75 mm thick. with nominal re-enforcements Top & facia of precast slab shall be covered with polished granite 18 mm thick layed on 12 mm thick cement mortar 1:3(1 cement :3 sand). including cement slurry , pigment rounding of edges, polishing etc, complete. Placed on the vertical pre-cast solid block masonry, 200mm thick, as per the drawings , as directed by engineer incharge | 12 | Each | 15,000 ₹1.8 L | 20,000 ₹2.4 L |
| 1.08 | 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:
a. All works upto plinth level | 355 | cu.m | 6,500 ₹23.1 L | 6,600 ₹23.4 L |
| 1.09 | Centering and shuttering including struttings, propping etc. and removal of formwork for :
a. Foundations, footings, bases for columns and mass concrete. | 26 | sq.m | 550 ₹14,300 | 500 ₹13,000 |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
26 Oct 2023, 3:00 pmClosed
Executive Engineer
Paryatan Bhavan Patto Panaji Goa
Up gradation Beautification of Vithal Temple, Bicholim
2023_GTDCL_11539_1
GTDC/PC/EE/2023-24/e-40
Open Tender
Civil Works
180 days
Paryatan Bhavan Patto Panaji Goa
Please refer Tender documents.
8 documents required · 8 mandatory
₹8,000
₹3.8 L
5 Mar 2026
27 Sept 2023
27 Oct 2023
27 Sept 2023
26 Oct 2023
27 Sept 2023
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