Amguri Lac Re-Construction Of Namti Ali ( Ch 1 . 60 Km To 9 . 80 Km ) Under Nazira And Amguri Territorial Road Division Under Sopd-G For The Year 2019-20 , Amguri Lac
Tender Value
2.65 Crore
Estimated cost
Bid Submission
06 Jul 2020
0 days left
EMD
5.30 Lakhs
Bank guarantee accepted
Document Fee
8000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Amguri → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Amguri Lac Re-Construction Of Namti Ali ( Ch 1 . 60 Km To 9 . 80 Km ) Under Nazira And Amguri Territorial Road Division Under Sopd-G For The Year 2019-20 , Amguri Lac
BOQ
| Name of Work: Re-construction of Namti Ali (Ch 1.60 km to 9.80 km) under Nazira and Amguri Territorial Road Division under SOPD-G for the year 2019-20, Amguri LAC | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Cleaning and grubbing road land including uprooting wild vegetation, grass, brushes, shrubs, spallings and trees girth upto 30mm, removal of slumps of such trees cut earlier and disposal of unserviceable matreials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic not exceeding 150mm in thickness as per clause 201.1 \ni) By Manual Means \n(A) In area of non thorny jungle | 3.28 | Hect | |
| 2 | 2 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 \n(B)Above 600mm to 900mm dia Hume pipe | 15 | Rm | |
| 3 | 3 | Construction of Subgrade and Earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 3002.2 with lead upto 1000m as per Technical specification clause 303.1\na) From Private land | 6765.05 | Cum | |
| 4 | 4 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401\nFor Grading II material | 765.47 | Cum | |
| 5 | 5 | Providing, laying, spreading and compacting stone aggregates of specific\n sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (A) By manual means | 553.5 | Cum | |
| 6 | 6 | Providing, laying, spreading and compacting stone aggregates of specific\n sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. (A) By manual means | 1242.56 | Cum | |
| 7 | 7 | Providing and applying prime coat with bitumen emulsiom (SSI) On prepared surface at the rate of 0.70 kg/ sqm to 1.0 kg/sqm | 7500 | Sqm | |
| 8 | 8 | Providing and applying tack coat with bitumen emulsiom (RSI) On prepared surface at the rate of 0.20 kg/ sqm to 0.25 kg/sqm | 30750 | Sqm | |
| 9 | 9 | Semi -Dense Bituminous concrete(Providing and laying semi dense bituminous concrete with 100-120 TPH Hot mix plant spreading compacting with Tendom roller all complete as per MORT cl no 508 | 807.19 | Cum | |
| 10 | 10 | Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. | 36 | Each | |
| 11 | 11 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703\nii) Ordinary kilometer stone (precast)\n | 8 | Each | |
| 12 | 12 | iii) 200m stone (precast) | 32 | Each | |
| 13 | 13 | Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department. | 15 | rm | |
| 14 | 14 | Construction of Box culvert 4.00 m x 4.00 m | |||
| 15 | 15 | 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.\nI. Ordinary soil \nUpto 3 m depth | 67.85 | Cum | |
| 16 | 16 | Backfilling behind abutment, wing wall, return wall as per technical specification clause 1200 \nGranullar Material | 28.69 | Cum | |
| 17 | 17 | Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202 & 1203 i) P.C.C grade M 10( Nominal mix 1:3:6) | 13.09 | Cum | |
| 18 | 18 | Providing Concrete (M-15) for Plain Concrete for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 iii)RCC Gr. M20. i)Nominal Mix 1:2:4. | 112.18 | Cum | |
| 19 | 19 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5\nA) with crushed stone\nII)R.C.C grade M 25\na)Height upto 5 m | 14.55 | Cum | |
| 20 | 20 | Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications clauses 1002,1010 and 1202. | 4.206 | MT | |
| 21 | 21 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 15.68 | Sqm | |
| 22 | 22 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 30 | Nos. | |
| 23 | 23 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 | 20.4 | Cum | |
| 24 | 24 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3 | 0.8 | Cum | |
| 25 | 25 | Construction of 1000 mm dia NP3 HP culvert (single Opening) | |||
| 26 | 26 | 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.\nI. Ordinary soil \nUpto 3 m depth | 99.24 | m3 | |
| 27 | 27 | Laying (First class) bedding on well compacted sand, moorum as per clause 1105 \n(ii)Granular material | 15.6 | m3 | |
| 28 | 28 | Plain cement concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawing and technical specification clause 1109. | 10.752 | m3 | |
| 29 | 29 | Brick masonry work in cement mortar in foundation of head walls complete excluding pointing and plastering as per drawing and technical specification clause 1109 (in prop.1:4) | 104.8 | m3 | |
| 30 | 30 | Plastering with cement mortar (1:4) 15mm thick on brick work for substructure as per technical specification. | 145.672 | m2 | |
| 31 | 31 | Providing and laying RCC pipe NP3 for culverts on first class bedding of granular materials in single row. \nB) 1000mm dia | 30 | Rm |
AI Tender Summary
Tender Timeline
Jun 29, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJul 06, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 07, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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