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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹2.4 Cr
EMD Value
₹4.9 L
Closing Date
10 Apr 2026, 2:00 pmClosed
The Exe., Engg., PWD, WD-I, Daman.
O/o the Ex. Eng., P.W.D., 2nd floor Multi office complex, near Veg. Market, Moti Daman.
Extension of Boundary Wall for Daman Airport.
2026_DAMAN_4670_1
Tender Notice No.04/2026-27
Open Tender
Civil Works
Works
120 days
Daman District.
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
The Exe., Engg., PWD, WD-I, Daman.
₹4.9 L
The Exe., Engg., PWD, WD-I, Daman.
10 Apr 2026
3 Apr 2026
10 Apr 2026
3 Apr 2026
10 Apr 2026
3 Apr 2026
7 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil works | |||||
| 1.01 | Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.
(A) Loose or soft soil | - | Cum | - | - |
| 1.02 | Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering | - | Cum | - | - |
| 1.03 | Boring holes 5 m deep in ordinary soil (for cast in situ piles) and getting out the soil and disposal of the surplus excavated soil as directed within all lead and lift for following diameter of pipes.(iii) 400 mm | - | Nos. | - | - |
| 1.04 | Providing and laying Plain cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with. (M15-grade) | - | Cum | - | - |
| 1.05 | Providing and laying cement concrete M25 and curing complete including cost of (if necessary require) form work and excluding cost of reinforcement for reinforced concrete work in including weep holes: (S.O.R. 13-14 Page 23, Item No. 5.4.1 | - | Cum | - | - |
| 1.06 | Providing and placing in position High yield strength deformed bar reinforcement including cutting, bending, hooking, and tying complete as per detailed drawing. | - | MT | - | - |
| 1.07 | Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing of coating at plant and all taxes (A) 10mm to 16mm dia bar | - | MT | - | - |
| 1.08 | Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional.Extra for brick work in superstructure above plinth level upto floor two level (B) Conventional | - | Cum | - | - |
| 1.09 | 20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement: 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement: 1-sand) etc. complete. | - | Sqm | - | - |
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Tendernotice_1.pdf
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BOQ_4845.xls
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10Addendum1T4Compoundwall.pdf
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