Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Feb 2024
Closing Date26 Feb 2024
Tender Amount₹ 1,51,26,343.4 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 1,57,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tiruvarur District - Mgsmt (saving) 2023-24 Road Work - Kottur Block - Package - 11
Description
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Contact
Tender Id
2024_RDTN_427454_1Bid Award Id
ViewTender No
DIPR/960/Tender/2024 dt15.02.2024Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
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Ch 0/0 - 3/10
3763
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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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Ch 0/0 - 3/10
541.53
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Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content
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Ch 0/0 - 1/0
59.91
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Ch 1/0 - 2/0
60
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Ch 2/0 - 3/10
60.6
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Providing and laying 75mm compacted thick WBM Grade II using 1 cum of 75mm to 22.4mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for BOTTOM LAYER
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Ch 0/0 - 1/0
282.61
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Ch 1/0 - 2/0
281.25
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Ch 2/0 - 3/10
285.84
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Providing and laying WBM 75mm compacted thickness using Grade III metal using one cubic metre of 63 – 11.2mm IRC size HBG metal with 0.24 cubic metre of gravel of blindage per 10 sqm including cost and conveyance of all materials labour charges for stacking spreading road side and stack to them departmental gauge including all labour charges for spreading metal and sand gravel mix hand packing to compac watering with all leads for water and compaction by 8-10 tones power roller including hire charges and fuel charges for power rollwr water sprinkler and all other tools and plants employed barrcating etc.,completed as per clause 404 of M.O.R.T.specification.
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Ch 0/0 - 1/0
282.61
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Ch 1/0 - 2/0
281.25
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Ch 2/0 - 3/10
285.84
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Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
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Ch 0/0 - 3/10
11335
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Applying tack coat over WMM surface (not treated with primer) using 2.5Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as pe
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Ch 0/0 - 3/10
11335
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BITUMINOUS CONCRETE 25MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
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Ch 0/0 - 1/0
94.34
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Ch 1/0 - 2/0
93.75
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Ch 2/0 - 3/10
95.28
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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 5.50 X 0.25 = 4.125
16.86
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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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Ch 0/0 - 1/0
200
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Ch 1/0 - 2/0
200
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Ch 2/0 - 3/10
202
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Provision for KM stone
3
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Provision for HM stone
12
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Provision for Name board & Citizen information Board
1
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Provision for sign Boards
6
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Pipe Culvert Ch- 1/530,1/690,1/860
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Earth work excavation and depositing on bank with initial lead and lift in all classes of soil except hard rock requiring blasting including all labour charges etc., complete for SS 20B for Foundation
71.1
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Sand filling with good river sand including cost and conveyance of all materials to site and all labour charges for filling etc.,complete.
9.06
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Cement Concrete 1:4:8 using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete.
12.06
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Cement Concrete 1:3:6 using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete.
51.81
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Supplying and erection of centering for retaining wall and bathing ghat including cost and conveyance of all material and all labour charges etc, complete
140.16
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Provision for 0.900M pipe NP3
22.5
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Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
26.43
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Pipe Culvert Ch-2/020,2/650
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Earth work excavation and depositing on bank with initial lead and lift in all classes of soil except hard rock requiring blasting including all labour charges etc., complete for SS 20B for Foundation
47.4
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Sand filling with good river sand including cost and conveyance of all materials to site and all labour charges for filling etc.,complete.
6.04
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Cement Concrete 1:4:8 using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete.
8.04
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Cement Concrete 1:3:6 using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete.
34.54
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Supplying and erection of centering for retaining wall and bathing ghat including cost and conveyance of all material and all labour charges etc, complete
93.44
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Provision for 0.900M pipe NP3
15
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Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
17.62
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RCC Slab Culvert - Ch 0/143
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Earth work excavation in Hard stiff clay soil except hard rock requiring bleasting such as soft clay mixed sand as per SS 20B
64.05
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Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications
13.73
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Cement concrete 1 : 4: 8mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
9.15
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Cement concrete 1 :3: 6 mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
60.9
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Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.
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Below sill
134.4
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Above sill
12.13
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Cement concrete 1:2:4 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
3.36
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Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
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
0.35
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Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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
12
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Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
8.23
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GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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