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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance KOCHGAON CITY TOWN GOLAGHAT P O FURKATING P S GOLAGHAT DISTRICT GOLAGHAT PIN 785610 | GOLAGHAT | ASSAM | 785610 | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹3,510 (0.02%)Admitted-Finance | ₹1.4 Cr+₹3,510 (0.02%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical NUMALIGARH BLOCK GAON GOLAGHAT P O KANAIGHAT P S NUMALGARH DIST GOLAGHAT PIN 785699 | GOLAGHAT | ASSAM | 785699 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Rantu Boruah L1 | Gautam Bagaria L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting tank, vegitation, grasses, bushes shrubs sapling and trees of girth up to 300mm removal of stumps of trees cut earlier and disposal of unservicable materials and stacking of servicable materials to be used or auctioned up to a lead of 1000mm including removal and disposal of top organic soil (Not exceeding 150mm thickness) as per Clause 201. | 0.58 | Hect | - | - |
| 2.00 | Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 240 | Sqm | - | - |
| 3.00 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can not be deployed due to site condition) | 888.75 | Cum | - | - |
| 4.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 3,000 | Cum | - | - |
| 5.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
(I) Private Land | 1,065.36 | Cum | - | - |
| 6.00 | Construction of granular sub base providing well graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with small wheel roller to achieve the desired density, complete as per technical specification Cl. 401. iii) For grading II material. | 444.38 | Cum | - | - |
| 7.00 | Providing laying, spreading and compacting stone aggregates of specific 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)Grading II by manual means. | 222.19 | Cum | - | - |
| 8.00 | Providing laying, spreading and compacting stone aggregates of specific 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. b) Grading III by manual means. | 147.8 | Cum | - | - |
| 9.00 | Inter Locking concrete Block pavement (i) Providing and laying Inter Locking concrete Block pavement having thickness 80mm as per drawings and technical specification Clauses 1504. | 8,690.24 | Sqm | - | - |
| 10.00 | Providing and laying Coloured Inter Locking concrete Block pavement as per drawings and technical specification Clauses 1504 | 45.38 | Sqm | - | - |
Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
5 Feb 2020, 4:00 pmClosed
Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati, 781003
Gol/AD19-20/03 Infrastructure upgradation grant to Tourist/Historical place of Sri Sri Athkhelia Namghar,Athkhelia by Improving approach road including Road Side Plantation and Road Safety Measures in Golaghat Rural RoadDivision.(Golaghat LAC).
2020_PWD_16002_73
CE/Maint/A.D./404/2019/2
Open Tender
Civil Works
Item Rate
180 days
Golaghat
Please refer Tender documents.
6 documents required · 6 mandatory
₹4,400
Empowered Officer, ASRB
₹2.9 L
Yes
O/o the Chief Engineer, PWD (Roads), Assam
20 Feb 2020
23 Jan 2020
6 Feb 2020
23 Jan 2020
5 Feb 2020
23 Jan 2020
23 Jan 2020 - 1 Feb 2020
28 Jan 2020
Amount
Clearing and grubbing road land including uprooting tank, vegitation, grasses, bushes shrubs sapling and trees of girth up to 300mm removal of stumps of trees cut earlier and disposal of unservicable materials and stacking of servicable materials to be used or auctioned up to a lead of 1000mm including removal and disposal of top organic soil (Not exceeding 150mm thickness) as per Clause 201.
Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can not be deployed due to site condition)
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (I) Private Land
Construction of granular sub base providing well graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with small wheel roller to achieve the desired density, complete as per technical specification Cl. 401. iii) For grading II material.
Providing laying, spreading and compacting stone aggregates of specific 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)Grading II by manual means.
Providing laying, spreading and compacting stone aggregates of specific 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. b) Grading III by manual means.
Inter Locking concrete Block pavement (i) Providing and laying Inter Locking concrete Block pavement having thickness 80mm as per drawings and technical specification Clauses 1504.
Providing and laying Coloured Inter Locking concrete Block pavement as per drawings and technical specification Clauses 1504
Retro-reflectorised Traffic Signs :- Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
Guard Posts :-Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. b)15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
Delineator :-Providing Linear Delineator System with Diamond grade reflective sheeting of size 80cmx10cm, fixing over thin gauge crimped aluminium sheeting with single colour panels of Yellow/Red/White and fixing to the object as per specification of the manufacturer.
Road Marking :- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
Painting on Concrete/Steel Surfaces with Epoxy :- Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
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.
Routine Maintenance for 1st Year
Routine Maintenance for 2nd Year
Routine Maintenance for 3rd Year
Gautam Bagaria
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