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Tender Value
₹2.2 Cr
EMD Value
₹4.4 L
Closing Date
8 Jun 2026, 12:00 pm3d left
GM(T)
UKKUVB, Rudrapur
Construction work of boundary wall, fencing and approach road at Govt. Degree College, Lamgara (Almora)
2026_UAPMB_95940_1
e-nivida-765/2026
Open Tender
Civil Works
450 days
Lamgara (Almora)
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
GM(T), UKKUVB, Rudrapur
₹4.4 L
26 May 2026
26 May 2026
8 Jun 2026
26 May 2026
8 Jun 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth 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 for all lift, as directed by Engineer-in-charge. All kinds of soil | 24 | cu.m | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Filing available excavated earth in trenches ,plinth,sides of foundation tec.in layers not exceeding 20cm in the depth ,consolidation each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m | 136.27 | cu.m | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Providing and laying in cement concrte 1:4:8(1cement :4fine sand:08graded brick aggregated 40mm .nominal size.) and curing complete excluding cost of form work in foundation and floors. | 21.33 | cu.m | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | 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): 3 graded stone aggregate 20 mm nominal size). | 80 | cu.m | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Centering shuttering including strutting, propping etc. and removal of form work FOUNDATION UP TO PLINTH | 576 | Sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Reinforcement for R.C.C work including straighting,cutting,bending ,placing in position and bending all complete TMT | 8,200 | Kg | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Providing and fixing M.S. tube of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.M.S. tube | 22,067.33 | Kg | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture | 876 | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade16.70.2 D.S.R. 2023 | 1,259.5 | SQM | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil | 990.4 | Cum | - | - | BI01010001010000000000000515BI0100001122 |
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