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Tender Value
₹36 L
EMD Value
₹36,000
Closing Date
28 Aug 2026, 3:00 pm4d left
Block Development Officer (BP)
Panchayat Union, Jayankondam
Construction of Two Class Room Building at Enthal PUE School in Edayar Panchayat in Jayankondam Block of Ariyalur District under Focus Block Development Progamme 2024-25
2026_RDTN_694443_1
A5/884/2026, Dated.12.08.2026
Open Tender
Civil Works - Buildings
Works
90 days
Panchayat Union, Jayankondam
As per Tender Document
4 documents required · 4 mandatory
₹0
₹36,000
14 Aug 2026
14 Aug 2026
28 Aug 2026
14 Aug 2026
28 Aug 2026
14 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. | 127.19 | Cum | - | - |
| 2 | Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 27.4 | Cum | - | - |
| 3 | Cement Concrete 1:4:8 (One Cement, Four sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification | 27.4 | Cum | - | - |
| 4 | Refilling the approved good quality earth in plinths, area development etc., wherever specified in layers not exceeding 200mm thick, with available earth at site | 68.59 | Cum | - | - |
| 5 | Supplying and filling of good earth filling locally available earth transported from the outside including consolidation, levelling specified in layers not exceeding 200mm thick, with available earth at site | 60.34 | Cum | - | - |
| 6Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. | |||||
| 6.01 | Footing,Plinth Beam, etc., | 81.09 | Sqm | - | - |
| 6.02 | Plain surfaces such as roof slab, floor slab, beams, lintels, loft, sill slab, staircase waist, portico slab and other similar works | 173.86 | Sqm | - | - |
| 6.03 | Square and rectangular columns and small quantities such as sunshades, parapet cum drops, window boxing, fin projections and other similar works | 95.88 | Sqm | - | - |
| 7Reinforced Cement Concrete 1:1-1/2:3 (One Cement, One and a half Sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers | |||||
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