Tender For Construction Of 12 M Wide Road R2 Drain Culvert In Sector 11 Gida Gorakhpur
Tender Value
3.53 Crore
Estimated cost
Bid Submission
04 Mar 2024
0 days left
EMD
19.70 Lakhs
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
gorakhpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 12 M Wide Road R2 Drain Culvert In Sector 11 Gida Gorakhpur
BOQ
| Sl. No. | Item Description |
| 1 | Road Work |
| 2 | Clearing jungle including uprooting of rank vegetation grass, bush, wood, trees and saplings of girth up to 30cm., Measured at a height of 1 m. above ground level & removal of rubbish upto a distance of 50m. Outside the periphery of area cleared. Sor No. - 259 |
| 3 | Dag-beling 15 cm (6\") deep in one line aligned, with flags and jhandies as directed by Engineers in charge. SOR No - 760 |
| 4 | Supply and filling of carted earth from a distance not exceeding 7 KM from the site of work and including cost of earth and all materials, labour T & P etc. Earth work in cutting or embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50mtr. in depth and earth work in embankment & subgrade and earthen shoulders to be in 20cm Layers, including ramming and dressing the surface to required levels and slops and also including 1.5 meter lift and 30 meter lead. (Good Earth brought from out side away from GIDA notified area) MORTH Srno. 3.16 Specification 305. |
| 5 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 2)Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Morth Specification 4.10 |
| 6 | Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.complete as per clause 406. Morth Specification 4.14 |
| 7 | Prime CoatProviding and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.complete as per clause 502. Morth Specification 5.01 |
| 8 | Dense Graded Bituminous Macadam (Gr-II)Providing and laying dense graded bituminous macadam with 100 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification 5.04 clause No. 505 |
| 9 | Tack Coat (For BC)Providing and applying tack coat with bitumen VG 10 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. MoRTH specification 5.02 clause No. 503 |
| 10 | Bituminous Concrete (Gr-II)Providing and laying bituminous concrete with 100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification 5.05 clause No. 507 complete in all respects. ( Including Plastic waste material @ 8% of bitumen content) |
| 11 | 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.compaction as per MoRTH specification 8.13 clause No. 803 complete in all respects. |
| 12 | S/F of Pavement Maker (Cat Eye) Type X-ASTMD-4956-04 Avery Dimenson/3-M (USA Make) consisting of ASA plastic housing fitted with tightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incidentlight I/C all tax. |
| 13 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 m. & lead upto 30 m. Including filling watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth removal & disposal of surplus earth as directed by engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royality). SOR SNO- 251 |
| 14 | Cement concrete with 4 cm. (1½\") gauge approved stone, ballast, approved coarse sand and cement in the proportionof 6:3:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. (SOR SNO-280) |
| 15 | Providing and laying of factory made 80 mm thick rubber moulded Interlocking cement concrete tiles (30mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/ laying of Interlocking tiles leveling and dressing of surface to required level and slope, filling joints with fine sand including the cost of material, labour T&P etc.required for proper completion of work as directed by Engineer-in-Charge. SOR no- Road Work New Item 1 |
| 16 | M 150 class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. SOR no. 305 |
| 17 | Cast cement concrete door sills, chaukhats boundry posts, shelves and similar small work withcement, approved coarse sand and 2 cm (3/4)\"gauge\" approved stonegrit in the proportion of 1:2:4 excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire, and including the cost of binding wire, moulds and all otehr materials, labour and T&P etc. required for proper completion of the work. SOR no. 282 |
| 18 | Providing and laying at or near ground level factory made kerb stone of M-25gradecementconcreteinpositiontotherequiredline,leveland curvature,jointedwithcementmortar1:3(1cement:3coarsesand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage openingwhereverrequiredcompleteetc.asperdirectionofEngineer- in-charge (length of finished kerb edging shall be measured to calculate volumeforpayment).(PrecastC.C.kerbstoneshallbeapprovedby Engineer-in-charge). DSR Vol II - 16.69 |
| 19 | Drain Work & RCC Culverts |
| 20 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 m. & lead upto 30 m. Including filling watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth removal & disposal of surplus earth as directed by engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royality). SOR SNO- 251 |
| 21 | Cement concrete with 4 cm. (1½\") gauge approved stone, ballast, approved coarse sand and cement in the proportionof 6:3:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. (SOR SNO-280) |
| 22 | RCC work with cement approved coarse sand and 2 cm (3/4\") gauge approved stone grit in the pro portion of 1:2:4 in lintels of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including neccesary centering and shuttering etc. and also including supply of all materials, labour and T & P etc required for proper completion of the work. binding wire cost being including in the item. raft foundation |
| 23 | RCC work with cement approved coarse sand and 2 cm (3/4\") gauge approved stone grit in the pro portion of 1:2:4 in lintels of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including neccesary centering and shuttering etc. and also including supply of all materials, labour and T & P etc required for proper completion of the work. binding wire cost being including in the item. for walls |
| 24 | RCC work with cement approved coarse sand and 2 cm (3/4\") gauge approved stone grit in the pro portion of 1:2:4 in lintels of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including neccesary centering and shuttering etc. and also including supply of all materials, labour and T & P etc required for proper completion of the work. binding wire cost being including in the item. for Slabs |
| 25 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. MoRTH Specification 19.6 Cluase 1600 |
| 26 | Total(Applicable G.S.T @18% Extra in All Item ) |
AI Tender Summary
Tender Timeline
Feb 24, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedMar 04, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 04, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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