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Tender ID
Tender Value
₹44.8 L
EMD Value
₹89,652
Closing Date
9 May 2026, 5:00 pmClosed
Kirtiraj K. Naik Gaonkar
Secretary
Proposed construction of drain along the main acess road at mapusa sub yard
2026_GALMB_28996_1
GAPLMB/ACCTS/C-2/NIT-1/26/140 Dated 29.4.2026
Open Tender
Civil Works
Works
Mapusa Market Sub Yard
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹89,652
HO Arlem Raia Salcete Goa
30 Apr 2026
30 Apr 2026
11 May 2026
30 Apr 2026
9 May 2026
6 May 2026
30 Apr 2026 - 4 May 2026
5 May 2026
| 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 | 492 | cum | - | - |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 75.44 | cum | - | - |
| 3 | 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. | 2,050 | cum | - | - |
| 4 | 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:In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level. | 32.8 | cum | - | - |
| 5 | Providing 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) All works upto plinth level | 174.66 | cum | - | - |
| 6 | Centering and shuttering including struttings, propping etc. and removal of formwork for : vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc. | 721.6 | sq.m | - | - |
| 7 | Supplying and fixing of Precast RCC slabs(factory made,the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) at site in concrete Grade of M-25 with 20 mm nominal size Granitic or basaltic aggregate, consolidated by means of mechanical platform, vibration etc. with lifting hooks of M.s. 10mm bars and PVC cups including cost of reincforcement, Certificate from manufacturer shall be produced indicating grade of concret and minimum content of steel in the product along with 5 year free replacement warranty in case of breakage complete and as directed by Engineer -in -charge. Size 900 x 400 x 150 mm with steel reinforcement not less than 7 kg per unit -30 T capacity. | 421 | each | - | - |
| 8 | 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. | 10,479.6 | kg | - | - |
| 9 | Bending, binding & placing in position mild steel or TMT or High yield strenth deformed reinforcement including cost of wire for binding but excluding cost of mild steel in RCC all the floor alongwith factory made precast concrete cover blocks of specific size whose compressive strength is not less than that of the surrounding concrete in the structural member | 10,479.6 | kg | - | - |
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