Tender For Work Of Widening And Beautification Of The Access Road And Nail Construction Of Jhansi Development Authoritys Residential Scheme (Application No.748M Of Revenue Village Hansari)
Tender Value
2.47 Crore
Estimated cost
Bid Submission
03 Jul 2023
0 days left
EMD
14.39 Lakhs
Bank guarantee accepted
Document Fee
11180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jhansi → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Work Of Widening And Beautification Of The Access Road And Nail Construction Of Jhansi Development Authoritys Residential Scheme ( Application No.748M Of Revenue Village Hansari )
BOQ
| Sl. No. | Item Description |
| 1 | Name of Work: Jhansi Vikas Pradhikaran ki Awasiye yojana (rajasv gram hansaree ke arazi No.748mi) ke pahoonch marg ka chaundikaran and sudhdikaran and nail nirman ka karya.Note :-(1)-GST Excluded on the aforesaid work. |
| 2 | ROAD WORKClearing jungle including uprooting of rank vegetations grass, bush, wood trees and saplings of girth upto 30cm. Measured at a height of 1meter above ground level & removal of rubbish upto a distance of 50 meters outside the peripheri of area cleaned SI No-259 |
| 3 | Excavation in foundation in in soil mixed with moorum /shingle/kankar requiring the use of spacial T&P such as pickaxas,sabbalsetc. including lift upto 1.5 meter (5 fts.) and lead upto 30 m (100fts) & including filling, watering and ramming of excavated earth into the tranches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the egineer-in- charge upto a distance of 30 m (100 fts) from the foundation trenches.SI No-252 |
| 4 | 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 lift upto 1.5 m, as directed by Engineer-incharge 2.7.1 Ordinary rock DSR 2.7.1 2021 |
| 5 | Earth work in cutting or in filling in ordinary soil, excavation tto be in the form of regular pits not exceeding 1/2 meter (20\") in depth and earthwork in embankment to be in 20 cm (8\") layers, including ramming & dressing the surface to required levels and slops and also including 1.50 meter(5fts) lifts and 30 m. (100 fts) lead. the earth from cutting to be used in making filling or to be deposited as spoil banks withinn 30 metrs (100 fts) distance as directed by ingineer-in-charge (Rate including royalty) SI No-253 |
| 6 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). DSR 16.77 2021 |
| 7 | Construction of granular sub-base by providing course graded material spreading in uniform layers with moter grader on prepared surface mixing by mix in place method with rotovator at omc and compacting with vibratory roller to achieve the desired density complete as per clause 401. Analyse Rate |
| 8 | Providing and Laying spreading and compaction graded stone aggregate wet mix macadom specification including premixing the material with water at OMC in machanical mix plant carriege of mixed material by tipper to site. laying in uniform layers with paver finisher in Sub-base /base course on well prepared surface and compaction with vibatory rollers to achiev the desired density. Analyse Rate |
| 9 | providing and appling Primer Caot with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of raod surface any spraying primer at the rate 0.70 kg/Sqm using mechanical means. As per M.O.R.T.&H. specification clause 5.1 SI No -502. Analyse Rate. |
| 10 | providing and applying Tack Caot with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surface cleaned with mechanical broom. Analyse Rate |
| 11 | providing and applying Tack Caot with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface cleaned with mechincal broom Analyse Rate |
| 12 | providing and laying Dense Graded Bitumenous Macadam grade-1 (D.B.M. with 60-90 TPH batch type hot mix plant conducing an average output of 75 tones per hour using aggregate of specified grading premix with bitumenous under VG-30 @ 4% by wieght of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic pave 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 M.O.R.T.& H. Specifications clause 507 complete in all respects. Analyse Rate |
| 13 | Providing and laying Bitumenous concrete with 100.120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregate of spacified grading premixed with bitumenous binder 5.40 percent by weight of total mix and filler transporting the hot mix to work site laying with hydrostatics paver finisher with senser control to the required grade level and aligment rolling with smooth wheeled vibratory and tendem rollers to achiev the desired compaction as per MORTH spacification clause no.508 SI no.509 complete in all respects Analyse Rate |
| 14 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement. mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approvedby Engineer-in- charge) DSR 16.69 2021 |
| 15 | Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P. cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer in-charge and accordance with applicable specifications DSR 16.62 2021 |
| 16 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete On concrete work DSR 13.52.2 2021 |
| 17 | Supply and fixing of pavement maker (Cat Eye) Type X- ASTMD-4956-04 Avery Dennison /3-M (USA Maker) consisting of ASA plastic housing fitted with lightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light i/c all tax. JDA approved Rate |
| 18 | Providing and laying of 80mm interlocking concrete block pavement laid in in stone dust base and fill joint with fine sand joint filled after leveling and dressing base including supply of all materials labour T&P etc required for proper completion of the work. SI No. New item no 14.43 new item 3 |
| 19 | Cement concrete with 2 cm gauge approved stone ballast, approved course sand and cement in the proportion of 4:2:1 including supply of all materials labour and T&P etc. required for proper completion of the work. but with 2cm gauge approved stone balast. SI No. 279 (1) New tem Page No 40 |
| 20 | DRAIN WORKDismentling brick work or stone work in lime or cement mortar and including stacking of materials as directed by ingineer in charge within a distance of 60mt.(200 feet) SI No. 692 |
| 21 | Excavation in foundation in in soil mixed with moorum /shingle/kankar requiring the use of spacial T&P such as pickaxas,sabbalsetc including lift upto 1.5 meter (5 fts) and lead upto 30 m (100fts) & including filling, watering and ramming of excavated earth into the tranches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the egineer-in- charge upto a distance of 30 m (100 fts) from the foundation trenches. SI No.252 |
| 22 | cement concrete with 4cm (1.5\") gauge approved stone ballast approved course sand and cement in the proportion of 6:3:1 including supply of all materials, labour and T&P etc. required for proper completion of the work SI. No. 280 |
| 23 | RCC work with cement approved coarse sand and 2 cm. (3/4\") guage approved stone ballast in the proportion of 1:274 in lintels of doors with windows excluding supply of reinforcement and its binding but including its fixing and binding the same with B.W.G.G.I binding wire and including nesessary centering and shuttering etc. and also including supply of all materials, labour & T&P etc. required for proper completion of the work. Binding wire cost being For in lighter beams,l.e. having spans above 6 m.(20\") |
| 24 | Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (when not included in an over a rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastege & overlapping & hooks SI No. 504 |
AI Tender Summary
Tender Timeline
Jun 07, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJul 03, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 03, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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