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Tender Value
₹18.4 L
EMD Value
₹37,000
Closing Date
22 Jul 2026, 6:00 pm
GE 861 EWS
GE 861 EWS
PROVN OF CERTAIN MINOR AND REVENUE WORKS AT AWANTIPUR GARRISON UNDER AGE B/R (P) OF GE 861 EWS
2026_MES_775140_1
GE 861 EWS-25(T)/2026-27
Open Tender
Civil Works
180 days
GE 861 EWS
AS PER NIT
8 documents required · 8 mandatory
₹500
GE 861 EWS
₹37,000
GE 861 EWS
29 Jun 2026
29 Jun 2026
25 Jul 2026
29 Jun 2026
22 Jul 2026
15 Jul 2026
3 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition cement concrete (unreinforced) in ground floor and pavings not exceeding 15cm thickness below or above ground level with and including removing rubbish material from building and thrown in low lying empty area complete all as specified and as directed by Engineer-in-charge. | 95.63 | Cum | - | - |
| 2 | Material and Labour for 100 mm thick PCC 1:4:8 ,Type-D2, using 40mm graded stone aggregates as in sub base of flooring complete all as specified and directed by Engineer-in-Charge. | 765.3 | Sqm | - | - |
| 3 | Material & Labour for Chequerd Cement Concrete tiles glossy finished of size 20cm x 20cm x 25mm thick with grey cement and pigment , set , jointed and pointed in neat cement slurry @ 3.00Kg /Sqm as in floors , laid over with and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. | 520.05 | Sqm | - | - |
| 4 | Material and Labour for Chequered cement concrete tiles bullnosed 32cmx 20cm x 30mm thick as in treads , with grey cement and pigment , set , jointed and pointed in neat cement slurry @ 3.00Kg /Sqm as in treads , laid over with and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. | 2.25 | Sqm | - | - |
| 5 | Material and Labour for Chequered cement concrete tiles 20cm x 20cm x 25mm thick as in treads , with grey cement and pigment , set , jointed and pointed in neat cement slurry @ 3.00Kg /Sqm as in treads , laid over with and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. | 1.13 | Sqm | - | - |
| 6 | Material & Labour for Machine cut kota slab 20mm - 25 mm thick ( Kota stone as approved by Engineer-in-charge) as in flooring , laid and jointed with grey cement slurry @ 3.00 Kg per Sqm mixed with pigment to match the shade of the slab including rubbing and polishing , laid over with and including 15 mm thick screed bed in Cement Mortar 1:4 complete all as specified and directed by Engineer-in-Charge. | 83 | Sqm | - | - |
| 7 | Material & Labour for Non skid ceramic coloured joint free tiles , thickness 7mm to 8mm thick (square/ rectangular), colour as approved by Engineer-in-charge area of each tiles exceeding 0.18 Sqm but not exceeding 0.38 Sqm in floor etc set and jointed in neat cement slurry @ 3.00Kg per Sqm and pointed in white or coloured cement to match the colour / shade of tiles , laid over with and including 15mm thick screed bed in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. | 162.25 | Sqm | - | - |
| 8 | Material & Labour for Non skid ceramic coloured joint free tiles , thickness 7mm to 8mm thick (square/ rectangular), colour as approved by Engineer-in-charge area of each tiles exceeding 0.18 Sqm but not exceeding 0.38 Sqm as in verticle surface , set and jointed in neat cement slurry @ 3.00Kg per Sqm and pointed in white or coloured cement to match the colour / shade of tiles , laid over with and including 10mm thick rendering in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. | 15.19 | Sqm | - | - |
| 9 | Material and Labour for Providing, cement concrete (1:2:4) type B0 (Using 12.5mm graded crushed stone aggregate) as in kerbs or mud stops, rounded or chamfered on edges complete all as specified and as directed by Engineer-in-Charge. | 15.6 | Cum | - | - |
| 10 | Demolition of Brickwork or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed by Engineer-in-Charge. | 0.97 | Cum | - | - |
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