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 Date26 Dec 2024
Closing Date10 Jan 2025
Tender Amount₹ 75,82,000
Costs
EMD
₹ 76,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_514101_1Tender No
DIPR/5603/Tender/2024 dated 26.12.2024Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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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 and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for side berms KM 0/0 -1/0
217.58
-
-
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Km-1/0-1/600
133.68
-
-
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Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in Subbase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
585.47
-
-
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Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
4683.9
-
-
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Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete
4710
-
-
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Providing and laying Bituminious concrete 40MM which shall consists of construction of a single course binder /wearing corse on a previosly prepared Bituminous base to the requirements of the specification using 60/70 grade bitumen as per MorRTH specificaton CI.508.
117.74
-
-
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Road Marking by providing and laying of hot applied Thermoplastic Compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.
320
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-
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Stop Line
2
-
-
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90cm Equilateral triangle (Curve Board, Intersection, Major Road ahead,Rumble strip Ahead, Speed breaker ahead)
3
-
-
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60cm Equilateral triangle
(Curve Board, Intersection, Major Road ahead,Rumble strip Ahead, Speed breaker ahead)
5
-
-
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90cm high Octagon (GIVE WAY, STOP)
2
-
-
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Supplying and fixing of Kilo Metre stones including painting and lettering as directed by the departmental officers etc., complete
1
-
-
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Supplying and fixing of Hecta Metre stones including painting and lettering as directed by the departmental officers etc., complete
7
-
-
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Supplying and fixing of Name board cum Citizen board including painting and lettering as directed by the departmental officers etc., complete
1
-
-
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Construction of 1.5m span RCC slab culvert @ CH -20m
-
-
-
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Earth work excavation for foundation soil as per SS 20 B for foundation.
84.09
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-
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Cement Concrete 1:4:8 mix using 40mm HBG metal including all labour charges for filling etc complete.
9.35
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-
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Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
53.76
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-
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Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Deck Slab Bottom
25.33
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-
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Wall sides
104.42
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-
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Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges.
0.3
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-
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C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
2.91
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-
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R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
2.87
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-
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Construction of 1.5m span RCC slab culvert @ CH - 1200m
-
-
-
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Earth work excavation for foundation soil as per SS 20 B for foundation.
84.09
-
-
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Cement Concrete 1:4:8 mix using 40mm HBG metal including all labour charges for filling etc complete.
9.35
-
-
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Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
53.76
-
-
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Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Deck Slab Bottom
25.33
-
-
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Wall sides
104.42
-
-
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Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges.
0.3
-
-
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C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
2.91
-
-
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R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
2.87
-
-
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Construction of 1.5m span RCC slab culvert @ CH - 1600m
-
-
-
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Earth work excavation for foundation soil as per SS 20 B for foundation.
84.09
-
-
... More
Cement Concrete 1:4:8 mix using 40mm HBG metal including all labour charges for filling etc complete.
9.35
-
-
... More
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
53.76
-
-
... More
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Deck Slab Bottom
25.33
-
-
... More
Wall sides
104.42
-
-
... More
Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges.
0.3
-
-
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C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
2.91
-
-
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R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
2.87
-
-
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Construction of Hard bed @ Ch -400m
-
-
-
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Earth work excavating and depositing on bank with initial lead of 10m and initial lead of 2m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders (SS20B) etc., complete in all respects as directed by the departmental officers.
20.52
-
-
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Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers
5.13
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-
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Cement concrete 1:3:6 (One of cement, three of sand and six of hard broken stone) using 40mm size hard broken stone for foundation inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers.
13.9
-
-
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Supplying and erecting centering for sides for all reinforced cement concrete works like Drain sides, revetment sides etc., using Mild steel sheets of size 90cm × 60cm and B.G. 10, stiffened with Mild steel Angles of size 25mm × 25mm × 3mm including removing the same after specified period without damaging RCC works etc., complete as directed by the departmental officers complying with relevant standard specifications
54.52
-
-
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Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
9.73
-
-
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
16.5
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-
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Provsion for tar pads for expansion joints
3.3
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-
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Construction of Hard bed @ Ch -1000m
-
-
-
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Earth work excavating and depositing on bank with initial lead of 10m and initial lead of 2m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders (SS20B) etc., complete in all respects as directed by the departmental officers.
20.52
-
-
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Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers
5.13
-
-
... More
Cement concrete 1:3:6 (One of cement, three of sand and six of hard broken stone) using 40mm size hard broken stone for foundation inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers.
13.9
-
-
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Supplying and erecting centering for sides for all reinforced cement concrete works like Drain sides, revetment sides etc., using Mild steel sheets of size 90cm × 60cm and B.G. 10, stiffened with Mild steel Angles of size 25mm × 25mm × 3mm including removing the same after specified period without damaging RCC works etc., complete as directed by the departmental officers complying with relevant standard specifications
54.52
-
-
... More
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
9.73
-
-
... 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
16.5
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-
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Provsion for tar pads for expansion joints
3.3
-
-
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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 IRCSP-
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
1.6
-
-
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For the Second Year from the date of
completion of work
1.6
-
-
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For the Third Year from the date of
completion of work
1.6
-
-
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For the Fourth Year from the date of
completion of work
1.6
-
-
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For the Fifth Year from the date of
completion of work
1.6
-
-
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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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