Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Eprocure
Opening Date26 Jul 2018
Closing Date24 Aug 2018
Tender Amount₹ 2,12,70,000
Costs
EMD
₹ 4,26,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_RDTN_66601_1Bid Award Id
ViewTender No
2345/2016/A3, Date.19.07.2018Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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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 (Construction of Embankment using dozer with Material Obtained from Roadway Cutting)(Filling with Cut Earth)
96.03
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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
6071.7
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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 0/0 - 1/0
559.52
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Km 1/0 - 2/0
485.21
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Km 2/0 - 3/0
559.8
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Km 3/0 - 4/0
559.24
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Km 4/0 - 5/0
546.08
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Km 5/0 - 5/200
112.5
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Grading II)
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Km 0/0 - 0/520
150.62
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Construction of 1st layer of Bio enzyme based soil stablised layer by ploughing existing WBM/gravel surface to a thickness of 50mm and adding 50 mm gravel obtained from borrow bit to get a required thickness of 100 mm as per manufacturer design and treating it with TerraZyme in the ratio 1L for 14 cum of soil, spreading in uniform layer with motor grader on prepared surface. mixing by mix in place method with rotavator at OMC and compacting with smooth wheel vibratory roller to achieve the desired density complete as per technical specification incl all labour, equipments etc., complete. as per the directions of the Engineer incharge of the work .
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Km 0/520 - 1/0
183.1
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Km 1/0 - 2/0
327.77
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Km 2/0 - 3/0
380.46
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Km 3/0 - 4/0
383.92
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Km 4/0 - 5/0
367.5
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Km 5/0 - 5/200
75
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Grading III)
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Km 0/0 - 1/0
287.95
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Km 1/0 - 2/0
245.83
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Km 2/0 - 3/0
285.34
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Km 3/0 - 4/0
287.94
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Km 4/0 - 5/0
275.63
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Km 5/0 - 5/200
56.25
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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 0/0 - 1/0
3839.31
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Km 1/0 - 2/0
3277.71
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Km 2/0 - 3/0
3804.59
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Km 3/0 - 4/0
3839.24
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Km 4/0 - 5/0
3675.03
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Km 5/0 - 5/200
750
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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 0/0 - 1/0
3859.18
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Km 1/0 - 2/0
3286.71
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Km 2/0 - 3/0
3822.59
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Km 3/0 - 4/0
3860.99
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Km 4/0 - 5/0
3784.53
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Km 5/0 - 5/200
750
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
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Km 0/0 - 1/0
3859.18
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Km 1/0 - 2/0
3286.71
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Km 2/0 - 3/0
3822.59
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Km 3/0 - 4/0
3860.99
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Km 4/0 - 5/0
3784.53
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Km 5/0 - 5/200
750
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
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Km 0/0 - 1/0
3859.18
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Km 1/0 - 2/0
3286.71
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Km 2/0 - 3/0
3822.59
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Km 3/0 - 4/0
3860.99
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Km 4/0 - 5/0
3784.53
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Km 5/0 - 5/200
750
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Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
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Km 0/0 - 1/0
5.62
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Km 1/0 - 2/0
5.62
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Km 2/0 - 3/0
5.62
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Km 3/0 - 4/0
5.62
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Km 4/0 - 5/0
5.62
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Km 5/0 - 5/200
5.62
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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.(Foundation Concrete)
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Culvert @ Ch 242m, 3240m, 3740m, 4148m, 4899m
23.52
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Culvert @ Ch 4767m
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.(Superstructure)
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Culvert @ Ch 242m, 3240m, 3740m, 4148m, 4899m
59
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Culvert @ Ch 4767m
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..(Deckslab)
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Culvert @ Ch 242m, 3240m, 3740m, 4148m, 4899m
13.5
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.(Above 600 mm to 900 mm dia Hume pipe)
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Culvert @ Ch 242m, 3240m, 3740m, 4148m, 4899m
25
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Culvert @ Ch 4767m
10
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Earthwork in excavation for foundation of 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.
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1.50 M Span RCC slab Culvert @ Ch 242m
90.3
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1.50 M Span RCC slab Culvert @ Ch 3240m
90.3
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1.50 M Span RCC slab Culvert @ Ch 3740m
90.3
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1.50 M Span RCC slab Culvert @ Ch 4148m
90.3
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1.50 M Span RCC slab Culvert @ Ch 4899m
90.3
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2.00 M Span RCC slab Culvert @ Ch 4767m
96.63
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Bed Protection & Apron @ Ch 4705m
167
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Supplying and filling foundation and basement with filling sand in layers not more than 15cm thick, wellrammed, watered and compacted complete complying as per Technical Specification Clause 305.3.9
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1.50 M Span RCC slab Culvert @ Ch 242m
10.32
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1.50 M Span RCC slab Culvert @ Ch 3240m
10.32
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1.50 M Span RCC slab Culvert @ Ch 3740m
10.32
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1.50 M Span RCC slab Culvert @ Ch 4148m
10.32
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1.50 M Span RCC slab Culvert @ Ch 4899m
10.32
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2.00 M Span RCC slab Culvert @ Ch 4767m
11.05
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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 as per drawing and MORD Technical Specification Clause 802,803,1202 and 1203
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1.50 M Span RCC slab Culvert @ Ch 242m
10.32
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1.50 M Span RCC slab Culvert @ Ch 3240m
10.32
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1.50 M Span RCC slab Culvert @ Ch 3740m
10.32
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1.50 M Span RCC slab Culvert @ Ch 4148m
10.32
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1.50 M Span RCC slab Culvert @ Ch 4899m
10.32
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2.00 M Span RCC slab Culvert @ Ch 4767m
11.04
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Bed Protection & Apron @ Ch 4705m
30.31
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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 as per drawing and MORD Technical Specification Clause 802,803,1202 and 1203 ( Below sill level)
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1.50 M Span RCC slab Culvert @ Ch 242m
50.64
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1.50 M Span RCC slab Culvert @ Ch 3240m
50.64
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1.50 M Span RCC slab Culvert @ Ch 3740m
50.64
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1.50 M Span RCC slab Culvert @ Ch 4148m
50.64
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1.50 M Span RCC slab Culvert @ Ch 4899m
50.64
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2.00 M Span RCC slab Culvert @ Ch 4767m
54.38
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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 as per drawing and MORD Technical Specification Clause 802,803,1202 and 1203. (Above Sill)
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1.50 M Span RCC slab Culvert @ Ch 242m
27.76
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1.50 M Span RCC slab Culvert @ Ch 3240m
27.76
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1.50 M Span RCC slab Culvert @ Ch 3740m
27.76
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1.50 M Span RCC slab Culvert @ Ch 4148m
27.76
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1.50 M Span RCC slab Culvert @ Ch 4899m
27.76
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2.00 M Span RCC slab Culvert @ Ch 4767m
40.38
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Bed Protection & Apron @ Ch 4705m
50.4
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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 as per drawing and MORD Technical Specification Clause 802,803,1202 and 1203.(Bed Block)
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1.50 M Span RCC slab Culvert @ Ch 242m
3.36
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1.50 M Span RCC slab Culvert @ Ch 3240m
3.36
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1.50 M Span RCC slab Culvert @ Ch 3740m
3.36
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1.50 M Span RCC slab Culvert @ Ch 4148m
3.36
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1.50 M Span RCC slab Culvert @ Ch 4899m
3.36
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2.00 M Span RCC slab Culvert @ Ch 4767m
3.54
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Cement concrete 1 : 1.5 : 3 using 20mm ISS HBG metal for all RCC item of works excluding the cost of reinforcement 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 without claiming extra as directed by the departmental officers complete complying with standard specifications. (Deck Slab)
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1.50 M Span RCC slab Culvert @ Ch 242m
3.31
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1.50 M Span RCC slab Culvert @ Ch 3240m
3.31
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1.50 M Span RCC slab Culvert @ Ch 3740m
3.31
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1.50 M Span RCC slab Culvert @ Ch 4148m
3.31
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1.50 M Span RCC slab Culvert @ Ch 4899m
3.31
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2.00 M Span RCC slab Culvert @ Ch 4767m
6.48
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Supplying and fabricating and placing in position of MS steel or 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 standard specification.
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1.50 M Span RCC slab Culvert @ Ch 242m
0.35
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1.50 M Span RCC slab Culvert @ Ch 3240m
0.35
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1.50 M Span RCC slab Culvert @ Ch 3740m
0.35
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1.50 M Span RCC slab Culvert @ Ch 4148m
0.35
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1.50 M Span RCC slab Culvert @ Ch 4899m
0.35
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2.00 M Span RCC slab Culvert @ Ch 4767m
0.48
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Providing and fixing 6mm Bitumen felt for expansion joint between Dirt wall and Deck slab including all labour charges etc., complete as directed by the departmental officers.
-
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1.50 M Span RCC slab Culvert @ Ch 242m
15
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1.50 M Span RCC slab Culvert @ Ch 3240m
15
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1.50 M Span RCC slab Culvert @ Ch 3740m
15
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1.50 M Span RCC slab Culvert @ Ch 4148m
15
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1.50 M Span RCC slab Culvert @ Ch 4899m
15
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2.00 M Span RCC slab Culvert @ Ch 4767m
15
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Providing and fixing Tar Paper for bearing Between Bed Block and Deck slab including all labour charges etc., complete as directed by the departmental officers.
-
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1.50 M Span RCC slab Culvert @ Ch 242m
4.5
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1.50 M Span RCC slab Culvert @ Ch 3240m
4.5
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1.50 M Span RCC slab Culvert @ Ch 3740m
4.5
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1.50 M Span RCC slab Culvert @ Ch 4148m
4.5
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1.50 M Span RCC slab Culvert @ Ch 4899m
4.5
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2.00 M Span RCC slab Culvert @ Ch 4767m
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 specifications clauses 614, 709, 1204.3.7
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1.50 M Span RCC slab Culvert @ Ch 242m
12
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1.50 M Span RCC slab Culvert @ Ch 3240m
12
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1.50 M Span RCC slab Culvert @ Ch 3740m
12
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1.50 M Span RCC slab Culvert @ Ch 4148m
12
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1.50 M Span RCC slab Culvert @ Ch 4899m
12
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2.00 M Span RCC slab Culvert @ Ch 4767m
12
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Gravel filling between bodywall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete with standard specifications and as directed by the departmental officers.
-
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1.50 M Span RCC slab Culvert @ Ch 242m
7.7
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1.50 M Span RCC slab Culvert @ Ch 3240m
7.7
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1.50 M Span RCC slab Culvert @ Ch 3740m
7.7
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1.50 M Span RCC slab Culvert @ Ch 4148m
7.7
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1.50 M Span RCC slab Culvert @ Ch 4899m
7.7
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2.00 M Span RCC slab Culvert @ Ch 4767m
8.81
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
-
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Hard Bed @ Ch 1625m
202.5
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Providing and laying boulder Apron for bed protection with stone boulders of minimum size and weight as par Table 1300.1 no fragment weighing less than 25 kg laid by complete as per drawing and technical specification clause 1301 for flexible Apron.
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Bed Protection & Apron @ Ch 4705m
128
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Providing and fixing logo board
3
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Providing and fixing Citizen board
1
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Providing and fixing Maintenance information board
1
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Providing and fixing Name board
1
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Providing and fixing 90 CM Equilateral Triangle Cautionary Sign board
10
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Providing and fixing 60 CM Circularl Madatory Sign board
14
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Providing and fixing Reflector
9
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Providing and fixing KM Stone
5
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Providing and fixing HM Stone
21
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Providing and fixing Guard stone
15
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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
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For the First Year from the date of completion of work
1
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For the Second Year from the date of completion of work
1
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For the Third Year from the date of completion of work
1
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For the Fourth Year from the date of completion of work
1
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For the Fifth Year from the date of completion of work
1
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GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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