Rural Development And Panchayat Raj Department Tender
... More
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Rural Development And Panchayat Raj Department - RDPR Tender
Eprocure
Opening Date13 Nov 2018
Closing Date12 Dec 2018
Tender Amount₹ 1,96,47,000
Costs
EMD
₹ 3,93,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_RDTN_70454_1Bid Award Id
ViewTender No
DIPR/4511/Tender/2018, Dated.05.11.2018Tender 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
... More
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 Table 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder)
-
-
-
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Km 0/0 - 1/0
448.69
-
-
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Km 1/0 - 2/0
440.59
-
-
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Km 2/0 - 2/500
225
-
-
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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 - 0/100
28.61
-
-
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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 - 0/100
28.61
-
-
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Providing, Laying and Spreading Select Soil 70% (CBR6) in Base Course on a prepared surface, including mixing of 30% 22.4 mm down Aggregate 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 0/100 - 1/0
288.34
-
-
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Km 1/0 - 2/0
310.51
-
-
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Km 2/0 - 2/500
150
-
-
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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
3264.74
-
-
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Km 1/0 - 2/0
3105.12
-
-
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Km 2/0 - 2/500
1500
-
-
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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
3273.44
-
-
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Km 1/0 - 2/0
3167.82
-
-
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Km 2/0 - 2/500
1500
-
-
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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
3273.44
-
-
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Km 1/0 - 2/0
3167.82
-
-
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Km 2/0 - 2/500
1500
-
-
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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 as per MORD Technical Specification Clause 510
-
-
-
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Km 0/0 - 1/0
3273.44
-
-
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Km 1/0 - 2/0
3167.82
-
-
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Km 2/0 - 2/500
1500
-
-
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Providing. rumble strips covered with premix bituminous carpet, 20 mm high at centre, 250 mm wide placed at 1m 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
13.13
-
-
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Km 1/0 - 2/0
7.5
-
-
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Km 2/0 - 2/500
3.75
-
-
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of Stone 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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Culvert @ Ch 30m, 1690m
22.55
-
-
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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 30m, 1690m
7.5
-
-
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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 30m
83.35
-
-
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1.50 M Span RCC slab Culvert @ Ch 1690m
83.35
-
-
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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 30m
9.53
-
-
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1.50 M Span RCC slab Culvert @ Ch 1690m
9.53
-
-
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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 30m
9.53
-
-
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1.50 M Span RCC slab Culvert @ Ch 1690m
9.53
-
-
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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 30m
52.89
-
-
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1.50 M Span RCC slab Culvert @ Ch 1690m
52.89
-
-
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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 30m
39.9
-
-
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1.50 M Span RCC slab Culvert @ Ch 1690m
39.9
-
-
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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.
-
-
-
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1.50 M Span RCC slab Culvert @ Ch 30m
3.31
-
-
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1.50 M Span RCC slab Culvert @ Ch 1690m
3.31
-
-
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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 30m
0.35
-
-
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1.50 M Span RCC slab Culvert @ Ch 1690m
0.35
-
-
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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 30m
15
-
-
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1.50 M Span RCC slab Culvert @ Ch 1690m
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 30m
4.5
-
-
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1.50 M Span RCC slab Culvert @ Ch 1690m
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 30m
12
-
-
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1.50 M Span RCC slab Culvert @ Ch 1690m
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 30m
7.44
-
-
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1.50 M Span RCC slab Culvert @ Ch 1690m
7.44
-
-
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Providing and fixing KM Stone
2
-
-
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Providing and fixing HM Stone
10
-
-
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Providing and fixing Name board
1
-
-
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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 logo board
2
-
-
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Providing and fixing Cautionary Sign board
26
-
-
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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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2.Upgradation of road from L037-Govindaputhur-Arankottai road Km 0/0 - 2/100
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
5040
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-
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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.
2605.62
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-
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Construction 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 with lead upto 1000 m as per Technical Specification Clause 303.1.
9.94
-
-
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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 Table 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder)
-
-
-
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Km 0/0 - 1/0
558.96
-
-
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Km 1/0 - 2/0
557.33
-
-
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Km 2/0 - 2/100
56.25
-
-
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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 - 1/0
290.03
-
-
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Km 1/0 - 2/0
283.26
-
-
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Km 2/0 - 2/100
28.13
-
-
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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
290.03
-
-
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Km 1/0 - 2/0
283.26
-
-
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Km 2/0 - 2/100
28.13
-
-
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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
-
-
-
... More
Km 0/0 - 0/100
446.63
-
-
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Providing and applying primer coat with cationic bitumen emulsion(water based) modified with Nanotechnology based Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) qualifying as per the test, on prepared surface of granular base including cleaning of road surface and prime coat-mix made using 100 part Cationic Bitumen Emulsion (Grade CSS-1) and 200 parts of Nanotechnology Solution (1 kg Terraprime :200 liter water (≤1000ppm TDS) and spraying at the rate of 1.35 Kg/sqm using mechanical means as per Technical Specification.
-
-
-
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Km 0/0 - 0/100
3420.53
-
-
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Km 1/0 - 2/0
3776.81
-
-
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Km 2/0 - 2/100
375
-
-
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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 - 0/100
459.38
-
-
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Providing and applying tack-coat with cationic bitumen emulsion (CRS-1) in mixing ratio of 0.014 part Nanotechnology based Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) : 1 part water (1000 ppm TDS) : 1 part cationic bitumen emulsion and spraying using emulsion distributor at the rate of 1.2 times of conventional spray rate 0.275 Kg per sqm (i.e 0.33 kg/sqm) on the prepared new bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 .(ref:Mord pg.no 5-4)
-
-
-
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Km 0/0 - 0/100
3431.41
-
-
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Km 1/0 - 2/0
3811.31
-
-
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Km 2/0 - 2/100
375
-
-
... More
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 - 0/100
459.38
-
-
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Providing, laying and rolling of 20mm thick open-graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder with Nanotechnology based Organosilane Reactive Aggregate modifier material qualifying as per the test at the rate of 1 Kg per 1 ton of Binder. Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade or emulsion grade with Nanotechnology based material 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. (ref:Mord pg.no 5-24)
-
-
-
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Km 0/0 - 0/100
3431.41
-
-
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Km 1/0 - 2/0
3811.31
-
-
... More
Km 2/0 - 2/100
375
-
-
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type -A as per MORD Technical Specification Clause 510
-
-
-
... More
Km 0/0 - 0/100
459.38
-
-
... More
Providing and laying of Seal coat modified with Nanotechnology based Organosilane Reactive Aggregate modifier material qualifying as per the test at the rate 1 Kg per 1 ton of Binder and 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 Clauses 510.
-
-
-
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Km 0/0 - 0/100
3431.41
-
-
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Km 1/0 - 2/0
3811.31
-
-
... More
Km 2/0 - 2/100
375
-
-
... More
Providing. rumble strips covered with premix bituminous carpet, 20 mm high at centre, 250 mm wide placed at 1m centre to centre at approved locations to control speed, marked with white strips of road marking paint.
-
-
-
... More
Km 0/0 - 1/0
1.88
-
-
... More
Km 1/0 - 2/0
3.75
-
-
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of Stone 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.
-
-
-
... More
Culvert @ Ch 355m, 1235m, 1490m
38.61
-
-
... More
Culvert @ Ch 50m, 1980m
22.55
-
-
... More
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. (Upto 600 mm dia Hume pipe)
-
-
-
... More
Culvert @ Ch 355m, 1235m, 1490m
7.5
-
-
... More
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 to 900 mm dia Hume pipe)
-
-
-
... More
Culvert @ Ch 50m, 1980m
15
-
-
... More
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.
-
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 50m
98.63
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 355m
83.35
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1235m
83.35
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1490m
83.35
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 1980m
98.63
-
-
... More
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
-
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 50m
11.27
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 355m
9.53
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1235m
9.53
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1490m
9.53
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 1980m
11.27
-
-
... More
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
-
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 50m
11.27
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 355m
9.53
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1235m
9.53
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1490m
9.53
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 1980m
11.27
-
-
... More
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)
-
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 50m
58.42
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 355m
52.89
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1235m
52.89
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1490m
52.89
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 1980m
58.42
-
-
... More
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)
-
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 50m
40.36
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 355m
39.9
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1235m
39.9
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1490m
39.9
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 1980m
40.36
-
-
... More
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.
-
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 50m
4.68
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 355m
3.31
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1235m
3.31
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1490m
3.31
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 1980m
4.68
-
-
... More
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.
-
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 50m
0.48
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 355m
0.35
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1235m
0.35
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1490m
0.35
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 1980m
0.48
-
-
... More
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.
-
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 50m
15
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 355m
15
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1235m
15
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1490m
15
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 1980m
15
-
-
... More
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.
-
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 50m
6
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 355m
4.5
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1235m
4.5
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1490m
4.5
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 1980m
6
-
-
... More
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
-
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 50m
12
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 355m
12
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1235m
12
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1490m
12
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 1980m
12
-
-
... More
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.
-
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 50m
7.72
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 355m
7.44
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1235m
7.44
-
-
... More
1.50 M Span RCC slab Culvert @ Ch 1490m
7.44
-
-
... More
2.00 M Span RCC slab Culvert @ Ch 1980m
7.72
-
-
... More
Providing and fixing KM Stone
2
-
-
... More
Providing and fixing HM Stone
8
-
-
... More
Providing and fixing Name board
1
-
-
... More
Providing and fixing Citizen board
1
-
-
... More
Providing and fixing Maintenance information board
1
-
-
... More
Providing and fixing logo board
2
-
-
... More
Providing and fixing Cautionary Sign board
6
-
-
... More
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
-
-
-
... More
For the First Year from the date of completion of work
1
-
-
... More
For the Second Year from the date of completion of work
1
-
-
... More
For the Third Year from the date of completion of work
1
-
-
... More
For the Fourth Year from the date of completion of work
1
-
-
... More
For the Fifth Year from the date of completion of work
1
-
-
... More
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)
1
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-
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