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 Date1 May 2023
Closing Date23 May 2023
Tender AmountRefer Documents
Costs
EMD
₹ 1,26,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_RDTN_308346_28Bid Award Id
ViewTender No
ROC.No.R6/1332/2023Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Picking Charges for 5 cm to 10 cm old metalled and B.T. surface and sectioning including cost and conveyance and all labour charges etc.
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Km 0/0-0/710
710
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Earth work excavation and deposition of bank in all classes of soils such as hard stiff clay, hard black cotton soil, hard red earth, hard murrum, etc., as per SS 20A including all labour charges etc., for widening side Berms
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Km 0/0-0/710
255.6
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Providing and Laying Gravel to 100mm compacted thick including cost & 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
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Km 0/0-0/710
85.2
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Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm)IRC HBGmetal consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method)
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Km 0/0-0/710
160.43
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Providing and laying Water Bound Macadam Grading - III(63mm to11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm
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Km 0/0-0/710
160.43
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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.
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Km 0/0-0/710
2139
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Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
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Km 0/0-0/710
2139
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Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 13.432Kg of bitumen and 1.168 Kg of Plastic waste for 10 Sqm. of premix carpet including laying of seal coat 'A' over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended using waste plastic
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Km 0/0-0/710
2139
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Construction of Toe wall @ 0/050-0/110m
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Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.B
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Toe wall @ 0/050-0/110m
24.3
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Collection and filling of river sand including cost and conveyance to site and all labour charges for filling water and ramming etc., complete for foundation.
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Toe wall @ 0/050-0/110m
5.4
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Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete for foundation
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Toe wall @ 0/050-0/110m
5.4
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Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete
110.84
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CC1:3:6 mix using 40 mm ISS HBG metal including cost and conveyance and all lanour charges etc complete
31.05
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Construction of Retaining wall @ 0/480-0/500m
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Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.B
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Retaining wall @ 0/480-0/500m
19.2
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Collection and filling of river sand including cost and conveyance to site and all labour charges for filling water and ramming etc., complete for foundation.
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Retaining wall @ 0/480-0/500m
2.4
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Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete for foundation
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Retaining wall @ 0/480-0/500m
3.6
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Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete
71.73
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CC1:3:6 mix using 40 mm ISS HBG metal including cost and conveyance and all lanour charges etc complete
18.45
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Road Marking with Hot Applied Thermo plastic Compound with Reflectorising Glass beads on Bituminous Surface
142
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Providing and fixing of HM stones for standard specification
4
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Providing and fixing of Sign board for standard specification
2
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Providing and fixing of Information board for standard specification
1
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Part II :Strengthening the road from Gangaikondan to Kollanur Road Km 0/0-1-202
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Clearing the Scrub jungle including all labour charges for burrying and burning etc.,
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Km 0/0-1-202
1099.2
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Picking Charges for 5 cm to 10 cm old metalled and B.T. surface and sectioning including cost and conveyance and all labour charges etc.
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Km 0/0-1-202
787.57
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Earth work excavation and deposition of bank in all classes of soils such as hard stiff clay, hard black cotton soil, hard red earth, hard murrum, etc., as per SS 20A including all labour charges etc., for widening side Berms
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-
... More
Km 0/0-1-202
226.8
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Providing and Laying Gravel to 100mm compacted thick including cost & 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
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Km 0/0-1/0
51.36
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Km 1/0-1/202
24.24
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Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
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Km 0/0-1/0
75
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Km 1/0-1/202
75.75
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Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm)IRC HBGmetal consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method)
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Km 0/0-1/0
130.73
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Km 1/0-1/202
56.81
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Providing and laying Water Bound Macadam Grading - III(63mm to11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm
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Km 0/0-1/0
130.73
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Km 1/0-0/202
56.81
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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.
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Km 0/0-1/202
2389.5
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Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
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Km 0/0-1/202
2389.5
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Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 13.432Kg of bitumen and 1.168 Kg of Plastic waste for 10 Sqm. of premix carpet including laying of seal coat 'A' over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department using waste plastic
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Km 0/0-1/0
1632
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Km 1/0-1/202
757.5
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Road Marking with Hot Applied Thermo plastic Compound with Reflectorising Glass beads on Bituminous Surface
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Km 0/0-1/202
183.2
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Providing and fixing of KM stones for standard specification
1
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Providing and fixing of HM stones for standard specification
5
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Providing and fixing of Sign board for standard specification
3
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Providing and fixing of Name board for standard specification
1
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Part III :Strengthening the road from Ariyankottai - Kavanur Road to Kulathur Road km 0/0-1/190
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Clearing the Scrub jungle including all labour charges for burrying and burning etc.,
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km 0/0-1/190
1428
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Picking Charges for 5 cm to 10 cm old metalled and B.T. surface and sectioning including cost and conveyance and all labour charges etc.
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... More
km 0/0-1/190
1483.87
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Earth work excavation and deposition of bank in all classes of soils such as hard stiff clay, hard black cotton soil, hard red earth, hard murrum, etc., as per SS 20A including all labour charges etc., for widening side Berms
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... More
km 0/0-1/190
534.2
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Providing and Laying Gravel to 100mm compacted thick including cost & 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
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... More
Km 0/0-1/0
120
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Km 1/0-1/190
22.45
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Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm)IRC HBGmetal consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method)
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Km 0/0-1/0
281.25
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Km 1/0-1/190
53.3
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Providing and laying Water Bound Macadam Grading - III(63mm to11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm
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Km 0/0-1/0
281.25
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Km 1/0-0/190
53.3
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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.
-
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-
... More
Km 0/0-1/0
3750
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Km 1/0-0/190
710.63
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Providing and Laying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
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Km 0/0-1/0
3750
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Km 1/0-0/190
721.5
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BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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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Km 0/0-1/0
93.75
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Km 1/0-1/190
18.04
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Road Marking with Hot Applied Thermo plastic Compound with Reflectorising Glass beads on Bituminous Surface
-
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-
... More
Km 0/0-1/190
238
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-
... More
Providing and fixing of KM stones for standard specification
1
-
-
... More
Providing and fixing of HM stones for standard specification
5
-
-
... More
Providing and fixing of Sign board for standard specification
2
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... More
Providing and fixing of Name board for standard specification
1
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Maitanance Part I :Strengthening the road from Devipattinam - Nainarkovil road to Keerampatti Road km 0/0-0-710
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-
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Towards the charges for routline
maintenance of the road work executed
under MGSMT 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
0.71
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For the Second Year from the date of
completion of work
0.71
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For the Third Year from the date of
completion of work
0.71
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-
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For the Fourth Year from the date of
completion of work
0.71
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For the Fifth Year from the date of
completion of work
0.71
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... More
Maintanance Part II:Strengthening the road from Gangaikondan to Kollanur Road Km 0/0-1-202
-
-
-
... More
Towards the charges for routline
maintenance of the road work executed
under MGSMT 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
-
-
-
... More
For the First Year from the date of
completion of work
0.63
-
-
... More
For the Second Year from the date of
completion of work
0.63
-
-
... More
For the Third Year from the date of
completion of work
0.63
-
-
... More
For the Fourth Year from the date of
completion of work
0.63
-
-
... More
For the Fifth Year from the date of
completion of work
0.63
-
-
... More
Maintanance Part III:Strengthening the road from Ariyankottai - Kavanur Road to Kulathur Road km 0/0-1/190
-
-
-
... More
Towards the charges for routline
maintenance of the road work executed
under MGSMT 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
-
-
-
... More
For the First Year from the date of
completion of work
1.19
-
-
... More
For the Second Year from the date of
completion of work
1.19
-
-
... More
For the Third Year from the date of
completion of work
1.19
-
-
... More
For the Fourth Year from the date of
completion of work
1.19
-
-
... More
For the Fifth Year from the date of
completion of work
1.19
-
-
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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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