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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Rejected-Technical PROP SHRI KESHAB CHETRY DIGBOI LACHIT NAGAR PO DIGBOI PS DIGBOI TINSUKIA PIN 786171 | TINSUKIA | ASSAM | 786171 | Rejected-Technical Hard copy not submitted |
| 2 | Rejected-Technical 4TH FLOOR LB PLAZA G S ROAD BHANGAGARH GUWAHATI 781005 ASSAM | KAMRUP METRO | ASSAM | 781005 | Rejected-Technical Withdrawn |
| 3 | Rejected-Technical ASSAM RUPNAGAR GUWAHATI 32 | KAMRUP METRO | ASSAM | 781001 | Rejected-Technical Hard copy not submitted |
Tender Value
₹2.9 Cr
EMD Value
₹5.8 L
Closing Date
10 Apr 2026, 2:00 pmClosed
CE (H_E) P.W. (H_E) Deptt Chandmari, Ghy-3
O/O The CE (H_E) P.W. (H_E) Deptt Chandmari, Ghy-3
Construction of Model Secondary Schools in Tea Garden Areas, Assam at Bahadur T.E., Dist. Tinsukia
2026_PWBNH_52156_2
CE/TB-IV(H_E)/32/2026/19 Dated Guwahati the, 13th March 2026
Open Tender
Civil Works - Building
Item Rate
545 days
Tinsukia
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,850
₹5.8 L
Yes
O/O The CE (H_E) P.W. (H_E) Deptt Chandmari, Ghy-3
14 May 2026
23 Mar 2026
10 Apr 2026
23 Mar 2026
10 Apr 2026
23 Mar 2026
24 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | |||||
| 2 | Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundations trenches or drains (not exceeding 1.5 m in width as well or 10 sq.m. on plan) including dressing of sides and remaining of bottoms, Lift upto 1.5m, including geting out the excevated soil as directed,within a lead of 50m.
All kinds of soil | 1 | Cum | - | - |
| 3Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | |||||
| 4Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. | |||||
| 5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | |||||
| 6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Ccement : 3 manufactured sand derived from Recycled concrete aggrigate (RCA) : 6 graded stone aggregate 20mm nominal size Recycled Aggrigate (RC) | |||||
| 7Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | |||||
| 8 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 1 | Sqm | - | - |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de
rived from natural sources) | 1 | Cum | - | - |
| 10Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | |||||
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