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Tender Value
₹21.7 L
EMD Value
₹21,700
Closing Date
20 Jul 2026, 5:30 pm
BDO SEMILIGUDA
PANCHAYAT SAMITI SEMILIGUDA AT/POST/PS-SEMILIGUDA DIST- KORAPUT
Construction of Community Hall at Goudaguda, GP-Charangul.
2026_PBSIM_134422_9
PS/SMG-01/2026-27
Open Tender
Civil Works - Buildings
180 days
GOUDAGUDA
as per NIT DTCN
2 documents required · 2 mandatory
₹6,000
BLOCK DEVELOPMENT OFFICER SEMILIGUDA
₹21,700
Yes
6 Jul 2026
6 Jul 2026
21 Jul 2026
6 Jul 2026
20 Jul 2026
6 Jul 2026
6 Jul 2026 - 20 Jul 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 |
|---|---|---|---|---|---|
| 1Earthwork excavation in hard soil including stoney earth in foundation with all lifts, delifts and leads including dressing and levelling the bed and depositing excavated earth at place away from work site including dewatering, shuttering, cost of labour, royalty and T&P sundries required for the work etc complete as per Engineer-in-Charge. | |||||
| 2 | Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. in depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per direction by the Engineer in charge. | 1 | 100 Cum | 0.29 | ₹0.29 |
| 3Cement concrete of proportion (1:3:6) in foundation and floors using 4cm size clean hard black C.B granite stone metal of approved quality and from approved quarry including hoisting. lowering and laying concrete in layers not exceeding 15 cm. (6") thick to the required level ramming, watering, curing etc. complete including cost, conveyance, royalties and taxes of all materials with all labour and T&P required for the work etc. complete in all respect and as per the direction of the Engineer-in-charge. | |||||
| 4 | Random rubble stone masonry in c.m(1:6) in foundation and plinth by using hard black broken granite stone including bond stones from approved quarry including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering, curing including cost, conveyance, royalties and taxes of all materials with all labour and T & P required for the work complete in all respect as per direction of Engineer-in- Charge. | 1 | 1 Cum | - | - |
| 5 | Fly ash brick masonry in cement mortar (1:6) in super structure using Fly ash. Bricks 23cm x 11cm x 8cm size having crushing strength not less than 35Kg/sqcm with dimension tolerance + 8% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use induding cost, conveyance, royalties and taxes of all materials with all labour and T & P required for the work complete in all respect as per direction of Engineer-in-Charge (GROUND FLOOR) | 1 | 1 Cum | - | - |
| 6.01 | R.C.C. work of M20 in following works using 12 mm. to 20 mm. (1/2" to 3/4") size (20 mm. not to exceed 25%) hard black crusher broken granite stone chips of approved quality from approved quarry including hoisting, lowering, laying and compacting concrete, watering curing, centering, shuttering and finishing the exposed surfaces smooth with cost. conveyance, royalties, taxes of all materials with all labour and T & P required for the work etc. complete in all respect but excluding the cost and conveyance of M.S. rods or Tor steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, beriding, binding and tying the grills and placing in proper position and as per the direction of the Engineer-in-charge.
GROUND FLOOR
(A) Coloumn Base | 1 | 1 Cum | - | - |
| 6.02 | (B) Column | 1 | 1 Cum | 1 | ₹1 |
| 6.03 | (C) Plinth Beam | - | 1 Cum | 1 | - |
| 6.04 | (D) Lintel | - | 1 Cum | 1 | - |
| 6.05 | (E) Chajja | - | 1 Cum | - | - |
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