Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date16 May 2024
Closing Date23 Jul 2024
Tender Amount₹ 1,93,29,000
Costs
EMD
₹ 3,87,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_134222_1Bid Award Id
ViewTender No
A4/2473/2022(41) dated 15.05.2022Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
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Documents
BOQ Items
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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in Km. 3/850 - 6/650
2781.9
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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Km 3/850 to 4/0
29.69
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Km 4/0 to 5/0
343.8
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Km 5/0 to 6/0
310.35
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Km 6/0 to 6/650
211.45
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Construction of embankment using tractor with grader with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth)
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Km 3/850 to 4/0
29.69
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Km 4/0 to 5/0
343.8
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Km 5/0 to 6/0
310.35
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Km 6/0 to 6/650
211.45
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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 (Carted Earth)
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Km 3/850 to 4/0
139.94
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Km 4/0 to 5/0
599.45
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Km 5/0 to 6/0
564.23
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Km 6/0 to 6/650
305.32
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder)
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Km 3/850 to 4/0
31.59
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Km 4/0 to 5/0
296.99
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Km 5/0 to 6/0
131.62
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Km 6/0 to 6/650
75.94
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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 rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 Grading I
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Km 3/850 to 4/0
12.64
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Km 4/0 to 5/0
118.8
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Km 5/0 to 6/0
52.65
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Km 6/0 to 6/650
30.37
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Control Section
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Providing, 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 a well prepared surface and compacting with vibratory roller to achieve the desired density.
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Km 3/900 to 4/0
57.92
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Control Section-Prime coat - Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 i)Low porosity
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Km 3/900 to 4/0
351
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New Technology - AL Chemeist RBI 81
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Providing, Laying and Spreading Select Soil 50% (CBR6) in Base Course on a prepared surface, including mixing of 25% 22.4 mm down Aggregate, 25% Stone Dust and 3% RBI -81 by mix in place with rotavator and grading with motor grader and compacting with 8-10 tonne Vibratory Compactor at OMC to the desired density as per specifications MoRTH 403.
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Km 4/0 to 5/0
334.2
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Km 5/0 to 6/0
146.25
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Km 6/0 to 6/650
87.71
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
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Km 4/0 to 5/0
3341.98
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Km 5/0 to 6/0
1462.5
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Km 6/0 to 6/650
877.23
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.
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Km 3/850 to 4/0
375
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Km 4/0 to 5/0
3341.98
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Km 5/0 to 6/0
1462.5
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Km 6/0 to 6/650
877.23
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Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 510
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Km 3/850 to 4/0
375
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Km 4/0 to 5/0
3341.98
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Km 5/0 to 6/0
1462.5
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Km 6/0 to 6/650
877.23
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Provision of Rumble Strips with premix Bituminous carpet Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint.
Rumble Strips = 3 X 3.75 X 0.25 = 2.81
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Km 3/850 to 4/0
5.62
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Km 4/0 to 5/0
5.62
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Km 5/0 to 6/0
5.62
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Km 6/0 to 6/650
5.62
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Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:-
Providing and laying of hot applied thermoplastic compound 2.50mm 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 etc complete as per MORTH&H specification No.803
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Km 3/850 to 4/0
30
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Km 4/0 to 5/0
200
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Km 5/0 to 6/0
200
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Km 6/0 to 6/650
130
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Providing and Fixing 'Logo' of PMGSY project
3
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Providing and Fixing Name Board project
1
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Providing and Fixing 'Citizen information Board' of PMGSY project
1
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Providing and fixing 'Maintanence information Board' of PMGSY Project
1
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Providing and fixing of cautionary, mandatory and in formatory sign Board Providing and fixing of Retro Reflectorised Cautionary, Mandatory signs with definition plate made out of high intensity Grade prismatic sheeting coiformation to IRC-67:2010 & ASTM D, Type IVspecification and fixed over 1.5mm thick Aluminium sheet fixed on back support frame of 25mm x 25mm x3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm below ground level etc complete including 7years warrenty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 specification(as per MORT & spec. No. 801)
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90CM Equilateral Trainagle (Cautinary) Sign Board
6
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60CM Circular (Mandatory) Sign Board
9
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Chevron Signs 90Cm Octagon (Curves)
12
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Reflector
4
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Kilometre stone
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
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i) Ordanary Kilometer Stone (Precast)
2
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ii) 200m Stone
12
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iii) Guard Stone
28
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Sub Estimates For CC Pavement:-
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Providing, 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 a well prepared surface and compacting with vibratory roller to achieve the desired density
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KM-3/850 to 3/900
37.5
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KM-4/0 to 4/070
30.85
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KM-4/800 to 4/850
24.19
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KM-5/0 to 5/060
30
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KM-5/085 to 5/110
10.3
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KM-5/500 to 5/595
57
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KM-5/660 to 6/000
202.56
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KM-6/465 to 6/650
99.12
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Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification.
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KM-3/850 to 3/900
37.5
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KM-4/0 to 4/070
30.85
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KM-4/800 to 4/850
24.19
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KM-5/0 to 5/060
30
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KM-5/060 to 5/085
12.5
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KM-5/085 to 5/110
10.3
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KM-5/500 to 5/595
57
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KM-5/660 to 6/000
202.56
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KM-6/225 to 6/345
73.53
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KM-6/465 to 6/650
99.12
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Sub Estimates For Cross Drainage:-
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1.5M Culvert Abstract
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Construction of Culvert @ 6/595
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
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Dismantling of Culvert @ 6/595,
6.05
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
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Dismantling of Culvert @ 6/595,
17.87
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
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Dismantling of Culvert @ 6/595
2.7
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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Construction of Culvert @ 6/595
90.3
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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
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Construction of Culvert @ 6/595
10.32
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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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Construction of Culvert @ 6/595
10.32
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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Below Sill level)
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Construction of Culvert @ 6/595
50.64
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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Above Sill level)
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Construction of Culvert @ 6/595
27.76
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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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Construction of Culvert @ 6/595
3.36
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Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft Paper
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Construction of Culvert @ 6/595
3.31
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Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
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Construction of Culvert @ 6/595
0.35
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Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification
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Construction of Culvert @ 6/595
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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Construction of Culvert @ 6/595
4.5
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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
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Construction of Culvert @ 6/595
12
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Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
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Construction of Culvert @ 6/595
7.7
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Sub Estimates For Protective Works:-
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Amount For ProtectiveWork Km 4/0 to 5/0 :-
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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Protective Works Km 4/385 to 4/405 RHS
25.2
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Protective Works Km 4/475 to 4/515 LHS
50.4
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Protective Works Km 4/500 to 4/535 RHS
48.3
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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
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Protective Works Km 4/385 to 4/405 RHS
3.78
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Protective Works Km 4/475 to 4/515 LHS
7.56
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Protective Works Km 4/500 to 4/535 RHS
7.25
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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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Protective Works Km 4/385 to 4/405 RHS
5.04
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Protective Works Km 4/475 to 4/515 LHS
10.08
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Protective Works Km 4/500 to 4/535 RHS
9.66
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Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Below Ground level Footing
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Protective Works Km 4/385 to 4/405 RHS
8.64
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Protective Works Km 4/475 to 4/515 LHS
17.28
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Protective Works Km 4/500 to 4/535 RHS
17.01
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Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
Above Ground level Body wall
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Protective Works Km 4/385 to 4/405 RHS
12.83
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Protective Works Km 4/475 to 4/515 LHS
25.25
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Protective Works Km 4/500 to 4/535 RHS
30.69
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Providing Weepholes in brick masonary, Plain/Reinforced Concrete abutment, wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face coplete as per drawing and technical specification Clauses 614, 709, 1204 3.7
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Protective Works Km 4/385 to 4/405 RHS
40
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Protective Works Km 4/475 to 4/515 LHS
80
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Protective Works Km 4/500 to 4/535 RHS
70
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Towards the charges for routline maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost for carriageway width of 3.00m & 3.75m
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For the First Year from the date of completion of work
2.8
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For the Second Year from the date of cpmpletion of work
2.8
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For the Third Year from the date of completion of work
2.8
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For the Fourth Year from the date of completion of work
2.8
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For the Fifth Year from the date of completion of work
2.8
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GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
1
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