Rural Development And Panchayat Raj Department Tender
... More
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Dec 2024
Closing Date10 Jan 2025
Tender Amount₹ 8,87,80,000
Costs
EMD
₹ 8,88,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Dharmapuri District - Strengthening Of The Road From Vachathi To Arasanatham Forest Border (kalasapadi Road) Km 0/0-5/2 H/o.sitheri (r324) In Tn04-15 Nabard Xxx - Pappireddipatti Block P15
Description
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Contact
Tender Id
2024_RDTN_514784_1Bid Award Id
ViewTender No
Roc.No.6150/2023/R2 Road P15Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A.
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Km.0/0-1/0
5393.02
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Km.1/0-2/0
3090.75
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-
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Km.2/0-3/0
1012.96
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-
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Km.3/0-4/0
7231.6
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-
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Km.4/0-5/0
4927.85
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-
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Km.5/0-5/2
125.67
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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.0/0-1/0
4168.05
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Km.1/0-2/0
2439.46
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Km.2/0-3/0
3293.08
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Km.3/0-4/0
3189.45
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-
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Km.4/0-5/0
2619.83
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-
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Km.5/0-5/2
277.94
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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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder)
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-
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Km.0/0-1/0
411.12
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Km.1/0-2/0
404.19
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Km.2/0-3/0
408.19
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-
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Km.3/0-4/0
235.35
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-
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Km.4/0-5/0
312.39
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-
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Km.5/0-5/2
90
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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.0/0-1/0
473.25
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Km.1/0-2/0
460.48
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Km.2/0-3/0
464.78
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Km.3/0-4/0
275.69
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Km.4/0-5/0
352.05
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Km.5/0-5/2
105.03
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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.0/0-1/0
432.36
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Km.1/0-2/0
420.06
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Km.2/0-3/0
423.96
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-
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Km.3/0-4/0
252.16
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Km.4/0-5/0
320.81
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Km.5/0-5/2
96.25
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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
2882.41
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Km.1/0-2/0
2800.38
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Km.2/0-3/0
2826.47
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-
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Km.3/0-4/0
1681.05
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Km.4/0-5/0
2138.73
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-
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Km.5/0-5/2
641.65
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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
2916.16
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Km.1/0-2/0
2820.78
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Km.2/0-3/0
2835.17
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Km.3/0-4/0
1681.05
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Km.4/0-5/0
2606.13
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Km.5/0-5/2
641.65
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Bituminous concrete:- Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H speciications clause 507 complete in all respects
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Km.0/0-1/0
69.26
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Km.1/0-2/0
67.35
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Km.2/0-3/0
68.03
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Km.3/0-4/0
39.22
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Km.4/0-5/0
52.06
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Km.5/0-5/2
15.75
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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.0/0-1/0
4.5
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Km.1/0-2/0
4.5
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-
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Km.2/0-3/0
4.5
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-
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Km.3/0-4/0
4.5
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-
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Km.4/0-5/0
4.5
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-
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Km.5/0-5/2
4.5
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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.0/0-1/0
200
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Km.1/0-2/0
200
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Km.2/0-3/0
200
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Km.3/0-4/0
200
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Km.4/0-5/0
200
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Km.5/0-5/2
40
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Provision for Name Board
1
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60Cm Equilaterial Triangle Sign Board
42
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Provosion for Chevron Sign 90CM
42
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Provision for Reflector
138
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Provision for KM Stones
5
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Provision for HM Stones
21
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Provision for Guard Stone
52
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Metal Beam Crash Barrier Type - A, "W" Double Guard Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge
703
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CC Pavement at Km.1/780-1/810
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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
22.5
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Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum. Base Course. (DLC)
15
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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)
15
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CC Pavement at Km.2/910-3/0
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-
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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
81
-
-
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Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum. Base Course. (DLC)
54
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-
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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)
54
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-
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CC Pavement at Km.3/0-3/080
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-
-
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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
72
-
-
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Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum. Base Course. (DLC)
48
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-
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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)
48
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-
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CC Pavement at Km.3/525-3/727
-
-
-
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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
181.8
-
-
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Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum. Base Course. (DLC)
121.2
-
-
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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)
121.2
-
-
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CC Pavement at Km.3/825-4/0
-
-
-
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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
157.5
-
-
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Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum. Base Course. (DLC)
105
-
-
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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)
105
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-
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CC Pavement at Km.4/130-4/230
-
-
-
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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
90
-
-
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Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum. Base Course. (DLC)
60
-
-
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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)
60
-
-
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1.50 m Span Culvert at Km.2/380
-
-
-
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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
41.89
-
-
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Cement concrete in CC 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting ect., completed with standard specification and directed by the departmental officers.
4.19
-
-
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Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Below Sill
28.67
-
-
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Cement concrete 1:2:4[one cement two sand and four jelly] using 20.m.m. H.B.G.Jelly including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification and as directed.
25
-
-
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Cement concrete 1:2:4[one cement two sand and four jelly] using 20.m.m. H.B.G.Jelly including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification and as directed.
3.36
-
-
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Reinforced Cement concerete 1:1.5:3[one cement one and half sand and Three jelly] using 20mm.H.B.G.jelly for all R .c.c. items of works excluding cost of reinforcement and fabricating charges, centering and shuttering but including curing but providing fixtures
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.
0.35
-
-
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Supply and Erection of Steel centering for sides and soffits including cost and conveyance of all labour charges etc., complete complying with standard specifications and as directed.
-
-
-
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Below Sill
42
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-
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Above Sill
84.21
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-
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Deck Slab
12.13
-
-
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Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
6.14
-
-
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Providing and fixing 20mm Bitumen Pad for expansion joint Between Dirtwall &Deck slab
15
-
-
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Provision for Wheepholes
12
-
-
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2.00 m Span Culvert at Km.1/100
-
-
-
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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
77.78
-
-
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Cement concrete in CC 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting ect., completed with standard specification and directed by the departmental officers.
10.04
-
-
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Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Below Sill
52.46
-
-
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Cement concrete 1:2:4[one cement two sand and four jelly] using 20.m.m. H.B.G.Jelly including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification and as directed.
41.21
-
-
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Cement concrete 1:2:4[one cement two sand and four jelly] using 20.m.m. H.B.G.Jelly including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification and as directed.
3.36
-
-
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Reinforced Cement concerete 1:1.5:3[one cement one and half sand and Three jelly] using 20mm.H.B.G.jelly for all R .c.c. items of works excluding cost of reinforcement and fabricating charges, centering and shuttering but including curing but providing fixtures
4.1
-
-
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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.
0.48
-
-
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Supply and Erection of Steel centering for sides and soffits including cost and conveyance of all labour charges etc., complete complying with standard specifications and as directed.
-
-
-
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Below Sill
70.2
-
-
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Above Sill
121.16
-
-
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Deck Slab
16.09
-
-
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Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
9.11
-
-
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Providing and fixing 20mm Bitumen Pad for expansion joint Between Dirtwall &Deck slab
15
-
-
... More
Provision for Wheepholes
12
-
-
... More
2.00 m Span Culvert at Km.1/150
-
-
-
... More
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
77.78
-
-
... More
Cement concrete in CC 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting ect., completed with standard specification and directed by the departmental officers.
10.04
-
-
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Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Below Sill
52.46
-
-
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Cement concrete 1:2:4[one cement two sand and four jelly] using 20.m.m. H.B.G.Jelly including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification and as directed.
41.21
-
-
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Cement concrete 1:2:4[one cement two sand and four jelly] using 20.m.m. H.B.G.Jelly including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification and as directed
3.36
-
-
... More
Reinforced Cement concerete 1:1.5:3[one cement one and half sand and Three jelly] using 20mm.H.B.G.jelly for all R .c.c. items of works excluding cost of reinforcement and fabricating charges, centering and shuttering but including curing but providing fixtures
4.1
-
-
... More
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.
0.48
-
-
... More
Supply and Erection of Steel centering for sides and soffits including cost and conveyance of all labour charges etc., complete complying with standard specifications and as directed.
-
-
-
... More
Below Sill
70.2
-
-
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Above Sill
121.16
-
-
... More
Deck Slab
16.09
-
-
... More
Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
9.11
-
-
... More
Providing and fixing 20mm Bitumen Pad for expansion joint Between Dirtwall &Deck slab
15
-
-
... More
Provision for Wheepholes
12
-
-
... More
3.00 m Span Culvert at Km.4/920
-
-
-
... More
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
72.76
-
-
... More
Cement concrete in CC 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting ect., completed with standard specification and directed by the departmental officers.
5.02
-
-
... More
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Below Sill
52.47
-
-
... More
Cement concrete 1:2:4[one cement two sand and four jelly] using 20.m.m. H.B.G.Jelly including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification and as directed.
41.61
-
-
... More
Cement concrete 1:2:4[one cement two sand and four jelly] using 20.m.m. H.B.G.Jelly including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification and as directed.
3.36
-
-
... More
Reinforced Cement concerete 1:1.5:3[one cement one and half sand and Three jelly] using 20mm.H.B.G.jelly for all R .c.c. items of works excluding cost of reinforcement and fabricating charges, centering and shuttering but including curing but providing fixtures
5.67
-
-
... More
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.
0.88
-
-
... More
Supply and Erection of Steel centering for sides and soffits including cost and conveyance of all labour charges etc., complete complying with standard specifications and as directed.
-
-
-
... More
Below Sill
70.2
-
-
... More
Above Sill
122.97
-
-
... More
Deck Slab
24.01
-
-
... More
Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
9.11
-
-
... More
Providing and fixing 20mm Bitumen Pad for expansion joint Between Dirtwall &Deck slab
15
-
-
... More
Provision for Wheepholes
12
-
-
... More
2 X 5.00 m Span Culvert at Km.0/265
-
-
-
... More
Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for DRESSING THE BED UP TO SILL LEVEL.
43.02
-
-
... More
Earthwork excavation in soft disintegrated rock not requiring blasting except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as Bailing our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for (OPEN FOUNDATION, CUT OFF WALL)UNDER ABUTMENTS & PIERS BELOW SILL LEVEL.
89.82
-
-
... More
Earthwork excavation in Medium Rock & Dense Medium rock not requiring blasting except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as Bailing our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for (OPEN FOUNDATION, CUT OFF WALL)UNDER ABUTMENTS & PIERS BELOW SILL LEVEL
192.46
-
-
... More
Filling below the foundation concrete with clean coarse M-sand including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering with all leads for water and all other incidental charges etc., complete for filling inside the Raft.
12.83
-
-
... More
Vibrated Cement Concrete of Grade M-15, Nominal Mix, using 40 mm, 20mm & 10 mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELING COURSE UNDER FOOTINGS-1 Cum (Below sill level)
12.83
-
-
... More
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
15
-
-
... More
Vibrated Cement Concrete of grade M20 design Mix, using 40 mm, 20mm, 10mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL.
184.44
-
-
... More
Vibrated Plain Cement Concrete of grade M 20 grade using 40mm,20mm & 10 mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Sub structure of Abutment, Pier& wingwall above sill level
146.87
-
-
... More
Vibrated reinforced Cement Concrete of grade M 30 grade using 20 & 12mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for RCC dirtwall and bedblock
5.07
-
-
... More
Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE ABUTMENTS AND WINGS.
72
-
-
... More
Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.
13.21
-
-
... More
Vibrated reinforced Cement Concrete of grade M 30 grade using 20 & 12mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for RCC Deckslab & Kerb
46.3
-
-
... More
Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.
54.9
-
-
... More
Filling behind Abutments and Wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for FILLING BEHIND THE ABUTMENTS AND WINGS..
95.46
-
-
... More
Providing and fixing seepage pipes of 100 mm dia. PVC pipes of required lengths for Retaining Wall including cost and conveyance of all materials to work site and labour charges for fixing, complete
22.5
-
-
... More
Supply and fabrication of High Yield Strength Deformed Bar with Grade Designation Fe.500, conforming to IS:1786 2008, steel required for all RCC items of works involved in the schedule cost of steel at site fabrication labour charges for cleaning, bending tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, Fe.500 grade.
9.76
-
-
... More
Vibrated Cement Concrete M15 grade, using 40mm, 20mm, 10 mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB.
6.34
-
-
... More
Vibrated reinforced cement concrete M30 using 20 mm & 12 mm ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc., complete for APPROACH SLAB.
15.85
-
-
... More
Vibrated Cement Concrete M20 grade using 40mm, 20mm & 10mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel including labour charges for mixing,transporting, laying, and curing concrete,working at heights for parapet wall over wings
6.3
-
-
... More
Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for ixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing cost of 75mm uniform thickness over deck slab and approach slab.
122.5
-
-
... More
Vibrated Reinforced Cement Concrete M30 grade, Design Mix, using 20mm & 12mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for Hand Rail
23.12
-
-
... More
Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.
8
-
-
... More
Whitewashing for Abutment and Pier Substructure using two coats of freshly burnt Shell lime
338.59
-
-
... More
Plastic emulsion painting for handrail using two coat of enamel paint
85.95
-
-
... More
Retaining wall @ Ch.0/210-0/260
-
-
-
... More
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
650
-
-
... More
Cement concrete in CC 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting ect., completed with standard specification and directed by the departmental officers.
50
-
-
... More
Cement concrete 1:3:6 mix using Aggregate 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum - Footing
207
-
-
... More
Cement concrete 1:3:6 mix using Aggregate 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum - Bodywall
679
-
-
... More
Supply and Erection of Steel centering for sides and soffits including cost and conveyance of all labour charges etc., complete complying with standard specifications and as directed.
-
-
-
... More
Below Sill
180
-
-
... More
Above Sill
1165
-
-
... More
Providing and Fixing Seepage Pipes
137.5
-
-
... More
Retaining wall @ Ch.2/725-2/825
-
-
-
... More
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
910
-
-
... More
Cement concrete in CC 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting ect., completed with standard specification and directed by the departmental officers.
70
-
-
... More
Cement concrete 1:3:6 mix using Aggregate 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks Footing
283.5
-
-
... More
Cement concrete 1:3:6 mix using Aggregate 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum - Bodywall
567.01
-
-
... More
Supply and Erection of Steel centering for sides and soffits including cost and conveyance of all labour charges etc., complete complying with standard specifications and as directed.
-
-
-
... More
Below Sill
315
-
-
... More
Above Sill
1219.5
-
-
... More
Providing and Fixing Seepage Pipes
168.75
-
-
... More
Retaining wall @ Ch.3/450-3/515
-
-
-
... More
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
473.2
-
-
... More
Cement concrete in CC 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting ect., completed with standard specification and directed by the departmental officers.
36.4
-
-
... More
Cement concrete 1:3:6 mix using Aggregate 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete - Footing
152.1
-
-
... More
Cement concrete 1:3:6 mix using Aggregate 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum - Bodywall
618.81
-
-
... More
Supply and Erection of Steel centering for sides and soffits including cost and conveyance of all labour charges etc., complete complying with standard specifications and as directed.
-
-
-
... More
Below Sill
117
-
-
... More
Above Sill
1158.3
-
-
... More
Providing and Fixing Seepage Pipes
113.75
-
-
... More
Retaining wall @ Ch.4/150-4/210
-
-
-
... More
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
374.4
-
-
... More
Cement concrete in CC 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting ect., completed with standard specification and directed by the departmental officers.
28.8
-
-
... More
Cement concrete 1:3:6 mix using Aggregate 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete Footing
118.8
-
-
... More
Cement concrete 1:3:6 mix using Aggregate 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum - Bodywall
358.8
-
-
... More
Supply and Erection of Steel centering for sides and soffits including cost and conveyance of all labour charges etc., complete complying with standard specifications and as directed.
-
-
-
... More
Below Sill
108
-
-
... More
Above Sill
820.8
-
-
... More
Providing and Fixing Seepage Pipes
75
-
-
... More
V-Shape Drain @ Ch.0/635-0/660
-
-
-
... More
Earth work 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 50m, dressing of side
12
-
-
... More
Cement concrete 1:4:8 mix using 40mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores etc. complete.
6
-
-
... More
Providing concrete for Plain/reinforced concrete in open foundations & Sub structure Nominal Mix 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers., compacting etc., complete complying with standard specifications as per drawings and technical specififcations clause 802, 803, 1202 & 1203 and as directed. Below Ground Level Footing:-
6.75
-
-
... More
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.
6
-
-
... More
V-Shape Drain @ Ch.0/660-0/770
-
-
-
... More
Earth work 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 50m, dressing of side
24
-
-
... More
Cement concrete 1:4:8 mix using 40mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores etc. complete.
12
-
-
... More
Providing concrete for Plain/reinforced concrete in open foundations & Sub structure Nominal Mix 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers., compacting etc., complete complying with standard specifications as per drawings and technical specififcations clause 802, 803, 1202 & 1203 and as directed. Below Ground Level Footing:-
13.5
-
-
... More
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.
12
-
-
... More
V-Shape Drain @ Ch.3/200-3/245
-
-
-
... More
Earth work 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 50m, dressing of side
10.8
-
-
... More
Cement concrete 1:4:8 mix using 40mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores etc. complete.
5.4
-
-
... More
Providing concrete for Plain/reinforced concrete in open foundations & Sub structure Nominal Mix 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers., compacting etc., complete complying with standard specifications as per drawings and technical specififcations clause 802, 803, 1202 & 1203 and as directed. Below Ground Level Footing:-
6.08
-
-
... More
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.
5.4
-
-
... More
V-Shape Drain @ Ch.4/590-4/620
-
-
-
... More
Earth work 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 50m, dressing of side
14.4
-
-
... More
Cement concrete 1:4:8 mix using 40mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores etc. complete.
7.2
-
-
... More
Providing concrete for Plain/reinforced concrete in open foundations & Sub structure Nominal Mix 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers., compacting etc., complete complying with standard specifications as per drawings and technical specififcations clause 802, 803, 1202 & 1203 and as directed. Below Ground Level Footing:-
8.1
-
-
... More
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.
7.2
-
-
... More
Hard Bed @ Ch.50m
-
-
-
... More
Earth work 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 50m, dressing of side
222.32
-
-
... More
Cement concrete 1:4:8 mix using 40mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores etc. complete.
23.93
-
-
... More
Providing concrete for Plain/reinforced concrete in open foundations & Sub structure Nominal Mix 1 : 3 : 6 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 as per drawings and technical specififcations clause 802, 803, 1202 & 1203 and as directed.
31
-
-
... More
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.
51
-
-
... More
Hard Bed @ Ch.430m
-
-
-
... More
Earth work 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 50m, dressing of side
52.88
-
-
... More
Cement concrete 1:4:8 mix using 40mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores etc. complete.
6.33
-
-
... More
Providing concrete for Plain/reinforced concrete in open foundations & Sub structure Nominal Mix 1 : 3 : 6 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 as per drawings and technical specififcations clause 802, 803, 1202 & 1203 and as directed.
8.5
-
-
... More
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.
10.2
-
-
... More
Hard Bed @ Ch.985m
-
-
-
... More
Earth work 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 50m, dressing of side
74.06
-
-
... More
Cement concrete 1:4:8 mix using 40mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores etc. complete.
8.53
-
-
... More
Providing concrete for Plain/reinforced concrete in open foundations & Sub structure Nominal Mix 1 : 3 : 6 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 as per drawings and technical specififcations clause 802, 803, 1202 & 1203 and as directed.
11.31
-
-
... More
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.
15.3
-
-
... More
Hard Bed @ Ch.1220m
-
-
-
... More
Earth work 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 50m, dressing of side
95.24
-
-
... More
Cement concrete 1:4:8 mix using 40mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores etc. complete.
10.73
-
-
... More
Providing concrete for Plain/reinforced concrete in open foundations & Sub structure Nominal Mix 1 : 3 : 6 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 as per drawings and technical specififcations clause 802, 803, 1202 & 1203 and as directed.
14.12
-
-
... More
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.
20.4
-
-
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Hard Bed @ Ch.1355 m
-
-
-
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Earth work 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 50m, dressing of side
137.6
-
-
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Cement concrete 1:4:8 mix using 40mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores etc. complete.
15.13
-
-
... More
Providing concrete for Plain/reinforced concrete in open foundations & Sub structure Nominal Mix 1 : 3 : 6 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 as per drawings and technical specififcations clause 802, 803, 1202 & 1203 and as directed.
19.75
-
-
... More
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.
30.6
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-
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Hard Bed @ Ch.1610 m
-
-
-
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Earth work 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 50m, dressing of side
74.06
-
-
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Cement concrete 1:4:8 mix using 40mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores etc. complete.
8.53
-
-
... More
Providing concrete for Plain/reinforced concrete in open foundations & Sub structure Nominal Mix 1 : 3 : 6 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 as per drawings and technical specififcations clause 802, 803, 1202 & 1203 and as directed.
11.31
-
-
... More
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.
15.3
-
-
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Hard Bed @ Ch.3420 m
-
-
-
... More
Earth work 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 50m, dressing of side
95.24
-
-
... More
Cement concrete 1:4:8 mix using 40mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores etc. complete.
10.73
-
-
... More
Providing concrete for Plain/reinforced concrete in open foundations & Sub structure Nominal Mix 1 : 3 : 6 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 as per drawings and technical specififcations clause 802, 803, 1202 & 1203 and as directed.
14.12
-
-
... More
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.
20.4
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Routine Maintenance** after completion of construction works (Lump-sum Amount for each year Per Km.)
-
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-
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For 1st year maintenance
1
-
-
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For 2nd year maintenance
1
-
-
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For 3rd year maintenance
1
-
-
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For 4th year maintenance
1
-
-
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For 5th year maintenance
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)
1
-
-
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