Power Government Departments Closing in 0 days TDR #31973332

Construction And Maintenance Of Road Jagganathpur Noamundi Kotgarh To Dulhbilla Garm Kolayani ( Baljori ) ( Jh-22-Vis-03 ) ( Length – 11.20 Km ) Of Package No- Jh-Lwe-Ii-Wsm-04 / 21-22, Block-Noamundi And District- West Singhbhum Of Rcplwea ( Bat

Issued by Government Departments · singhbhum, Jharkhand
Tender Value
5.23 Crore
Estimated cost
Bid Submission
04 May 2022
0 days left
EMD
5.24 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
singhbhum → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction And Maintenance Of Road Jagganathpur Noamundi Kotgarh To Dulhbilla Garm Kolayani ( Baljori ) ( Jh-22-Vis-03 ) ( Length – 11.20 Km ) Of Package No- Jh-Lwe-Ii-Wsm-04 / 21-22, Block-Noamundi And District- West Singhbhum Of Rcplwea ( Batch-Ii, 2021-22 ) Under Pmgsy

BOQ

Name of Work: Construction and Maintenance of Road Jagganathpur Noamundi Kotgarh to Dulhbilla garm Kolayani (Baljori) (JH-22-VIS-03) (Length – 11.20 KM) of Package No- JH-LWE-II-WSM-04 /21-22, Block-Noamundi and District- West Singhbhum of RCPLWEA (Batch-II, 2021-22) under PMGSY
Sl. No. Item Description
1Details
2Setting out pillars
3Clearing andgrubbing of road land including uprooting wild vegetation grass, bushes, shurbs, saplings and tress of girth upto 300 mm, removal of stumps of such tress cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000 mtrincluding removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD technical specification Clause 201
4Contruction of embankment with approved material obtained from borrow pit with a lift of 1.5M, transpeorting to site, spreading, grading to required slope and compacting to meet requirements of Table 300.1 & 300.2 as per technical Specification caluse 301.5(A) Free Lead
5Contruction of embankment with approved material obtained from borrow pit with a lift of 1.5M, transpeorting to site, spreading, grading to required slope and compacting to meet requirements of Table 300.1 & 300.2 as per technical Specification caluse 301.5(B) Lead upto 1000M
6Construction 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 as per Technical Specification Clause 303.1Free Lead
7Construction 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 as per Technical Specification Clause 303.11000m Lead
8Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smoothwheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408
9Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406
10Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of roadsurface and spraying primer at the rate of 0.70 to 1.0 kg/sqm using mechanical means as per Technical specification clause 502 (including carraige of all materials , all taxes, royalty etc, all complete job)
11Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (including carraige of all materials , all taxes, royalty etc, all complete job)
12Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per Technical Specification Clause 504 (including carraige of all materials , all taxes, royalty etc, all complete job)
13Construction of panel concrete, plain cement concrete pavement, thickness as per design, over a prepared sub-base with 43 grade cement or any other type as per clause 1501.2.2 M30 (Grade) coarse and fine aggregates conforming to IS: 383 maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2Cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side formwork (steel channels, laying anf fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing) spreadiing the concrete with shovel, rakes, compacting by needle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joints applying debonding strips, primer, admixures as approved, curing concrete slabs for 14 days, as per drawing and Technical Specification clause 1501Each Panel (0.50x0.50) thicknes 100mm
14Panel cutting in concrete pavement in square panels of 1.25Mx1.25M (Maximum panel) sizes sawing in straight line up to 1/3rd depth from surface including labour and hireage of cutting machine inclusive of taxes under R & D projects in PMGSY
15Kilometre Stone- Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)5th Kilemetre stone (precast) - (500 x 250 x 1525mm)
16Kilometre Stone- Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)Ordinary Kilemetre stone (precast) - (350 x 250 x 1100mm)
17Reinforced cement concrete M-15 grade local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)200 m stone (precast) - (15 cm x 10 cm x 65 cm)
18Reinforced cement concrete M-15 grade wheel guard/F.I. post of standard design as per IRC 25 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)
19Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1
20Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25 x 25 x 5mm -do- -do- as per technicaal specification clause 1701and Annexure 1700.1
21Providing and fixing of retro-reflectorised Cautionary, Mandatory and Informatory Sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
22Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701
23Drain -
24Earthwork in excavattion in all kinds of soil for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps and other deleterious material and disposal upto lead of 50 M, dressing of side in upto 3.0 m depth.
25Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
26Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-10) (includingcarriage of materials, all taxes, royalty etc. compelte job)
27Stone masonry work in cement mortar in foundatoin and plinth complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203Random Rubble Stone Masonary in C.M. (1:4) in f&p (including carriage of materials, all taxes, royalty etc. complete job)
28Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
29Pointing with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204
30Retaining Wall -
31Earthwork in excavattion in all kinds of soil for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps and other deleterious material and disposal upto lead of 50 M, dressing of side in upto 3.0 m depth.
32Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15)
33Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonary in C.M. (1:4) in foundation
34Stone masonry work in cement mortar in S/S complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonary in C.M. (1:4) in S/S
35Providing 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 (including carriage of materials, all taxes, royalty etc. complete job)
36Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
37Pointing with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204
38RCC Culvert (1 x 1.5m x 1.0m) -
39Earthwork 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.S.O.R. Item No. 3.13 I A
40Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
41Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15)
42Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry in CM (1:4)
43Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry in CM (1:4)
44Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-15)
45Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-15)
46Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-25 in Deck Slab)
47Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
48Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
49Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204
50Providing 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
51Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
52Five Year Routine Maintenance -
531st Year
542nd Year
553rd Year
564th Year
575th Year
58GST @ 12%
59Labour Cess @ 1%

AI Tender Summary

OUR REF NO 31973332
AUTHORITY Government Departments
TENDER VALUE 5.23 Crore
LAST DATE 04-05-2022
Authority
Authority Name Jharkhand State Rural Road Development Authority
Work Description Construction And Maintenance Of Road Jagganathpur Noamundi Kotgarh To Dulhbilla Garm Kolayani ( Baljori ) ( Jh-22-Vis-03 ) ( Length – 11.20 Km ) Of Package No- Jh-Lwe-Ii-Wsm-04 / 21-22, Block-Noamundi And District- West Singhbhum Of Rcplwea ( Batch-Ii, 2021-22 ) Under Pmgsy
Basic Detail
Tender No e-Tender No.- 03 /2022-23
Bidding Type Tender
Location
City singhbhum
State Jharkhand
Key Dates
Publish Date 25 Apr 2022
Submission Date 04 May 2022
Open Date 05 May 2022
Finance
Tender Value 5.23 Crore
Tender Fee 10000
EMD 5.24 Lakhs
Exemption Not Available
Document List
dbd1c584-2a9e-4923-9848-3af8deb2691c.html
BOQ_188904.xls
JH-LWE-II-WSM-04-21-22.pdf
Tendernotice_1.pdf

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Tender Timeline

Apr 25, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
May 04, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
May 05, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

dbd1c584-2a9e-4923-9848-3af8deb2691c.html

xls

BOQ_188904.xls

pdf

JH-LWE-II-WSM-04-21-22.pdf

pdf

Tendernotice_1.pdf

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