Repair And Maintenance Of Ibb Fence In 110 Bn Bsf ( In Aor Of Bop Kedar , Kedar Adda , Chetak And Charbinachar ) Under Shq Bsf Dhubri
Tender Value
29.10 Lakhs
Estimated cost
Bid Submission
06 Jan 2020
0 days left
EMD
58300
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Border area of 110 Bn BSF → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repair And Maintenance Of Ibb Fence In 110 Bn Bsf ( In Aor Of Bop Kedar , Kedar Adda , Chetak And Charbinachar ) Under Shq Bsf Dhubri
BOQ
| Name of Work: < Repair and maintenance of IBB Fence in 110 Bn BSF (In AOR of BOP Kedar, Kedar Adda, Chetak and Charbinachar) under SHQ BSF Dhubri > | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | item1 | 117.03 | cum |
| 2 | 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | item2 | 912.15 | cum |
| 3 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | item3 | ||
| 4 | 3.01 | 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). | item4 | 70.48 | cum |
| 5 | 3.02 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources). | item5 | 71.95 | cum |
| 6 | 4 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement. 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). | item6 | 18.63 | cum |
| 7 | 5 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | item7 | 295.2 | sqm |
| 8 | 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | item8 | 1863 | kg |
| 9 | 7 | Coursed rubble masonry (second sort) with hard stone in foundation & plinth with : Cement mortar 1:6 (1 cement : 6 coarse sand) | item9 | 19.8 | cum |
| 10 | 8 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Flush/ Ruled pointing | item10 | 47.8 | sqm |
| 11 | 9 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work | item11 | 96.58 | sqm |
| 12 | 10 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | item12 | ||
| 13 | 10.01 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | item13 | 15 | cum |
| 14 | 10.02 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | item14 | 10 | cum |
| 15 | 11 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar | item15 | 5 | cum |
| 16 | 12 | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: Channels, angles, tees and flats | item16 | 150 | kg |
| 17 | 13 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. | item17 | 1 | kg |
| 18 | 14 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | item18 | 15 | cum |
| 19 | 15 | Supplying and stacking at site. Good earth | item19 | 912.15 | cum |
| 20 | 16 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | item20 | 62.8 | sqm |
| 21 | 17 | Supplying and fixing turn buckles and straightening bolts for barbed wire fencing | item21 | 50 | Each set |
| 22 | 18 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire | item22 | 1 | metre |
| 23 | 19 | Providing and fixing galvanised punched tape concertina coil having galvanised spring steel core wire of 2.5 mm diameter cold drawn steel punched tape of low corbon steel having 550 numbers barbed on periphery per revolution crimped on steel case wire galvanised clips and having MS square spikes hooked with coil having pointed face for encorouge 1050 mm dia of coil when closed and having weight 15.20 kg and each coil to be spread in 10 meter length and to tight adequate to existing fencing with G.I wire 16 guage at every 1000 mm spacing tying at handle of succeeding care with proceeding case binding with GI wire 16 guage anchoring of spikes of start and end coil in CC block of size 20x20x20 cm of mix 1:2:4 including a coat bitumastic paint dip upto height of 60 cm above GL to laid concertina coil. | item23 | 25 | Coil |
| 24 | 20 | Dismantling of existing concertina coil including GI wire, taking out spikes from concrete blocks, rooling of coil and stacking of unserviceable material within a lead of 50m complete as per direction of Engineer in charge. | item24 | 25 | Coil |
AI Tender Summary
Tender Timeline
Dec 31, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedJan 06, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 07, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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