Rural Development And Panchayat Raj Department Tender
... More
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Rural Development And Panchayat Raj Department - RDPR Tender
Eprocure
Opening Date17 Feb 2021
Closing Date23 Feb 2021
Tender AmountRefer Documents
Costs
EMD
₹ 1,66,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2021_RDTN_196571_1Bid Award Id
ViewTender No
2803/2020/A3,Dated.16.02.2021Tender 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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Km 0/0 - 1/0
178.02
-
-
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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
180
-
-
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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
222.52
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-
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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)
-
-
-
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Km 0/0 - 1/0
222.52
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-
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Providing and laying Tack Coat over WBM surface at 4.00 Kg of RS-1 Bitumen Emulsion /10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Complete.
-
-
-
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Km 0/0 - 1/0
2967
-
-
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Providing and layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete
-
-
-
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Km 0/0 - 1/0
2967
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-
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Provision for Km stone
1
-
-
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Provision for Hm stone
4
-
-
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Provision for Name board
1
-
-
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2.Upgradation of the road from T.Palur Suthamalli main road to Mayilkudisavadi road Km 0/0 -1/500
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.A
898.26
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-
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Clearing the Scrub jungle including removal from site, disposal by buring etc., complete as directed by the departmental officers
2700
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-
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Providing and Laying Gravel to 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
89.74
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-
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Km 1/0 - 1/500
45
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-
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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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-
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Km 0/0 - 1/0
209.13
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-
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Km 1/0 - 1/500
150
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-
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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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-
-
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Km 0/0 - 1/0
224.35
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-
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Km 1/0 - 1/500
112.5
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-
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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)
-
-
-
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Km 0/0 - 1/0
224.35
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-
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Km 1/0 - 1/500
112.5
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-
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Providing and laying Tack Coat over WBM surface at 4.00 Kg of RS-1 Bitumen Emulsion /10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Complete.
-
-
-
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Km 0/0 - 1/500
4500
-
-
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Providing and layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete
-
-
-
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Km 0/0 - 1/0
3000
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-
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Km 1/0 - 1/500
1500
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-
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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B for foundation
-
-
-
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1.50 M RCC slab Culvert @ Ch- 0m
57.45
-
-
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Supplying and Filling with good river sand including cost and conveyance to the site and all labour charges etc., complete
-
-
-
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1.50 M RCC slab Culvert @ Ch- 0m
5.75
-
-
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Cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
-
-
-
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1.50 M RCC slab Culvert @ Ch- 0m
8.81
-
-
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Cement concrete 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
-
-
-
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1.50 M RCC slab Culvert @ Ch- 0m
57.23
-
-
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Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
-
-
-
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1.50 M RCC slab Culvert @ Ch- 0m
3.36
-
-
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Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete
-
-
-
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1.50 M RCC slab Culvert @ Ch- 0m
3.31
-
-
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Supplying and erecting steel centering for sides and soffits etc complete complying with standard specifications.(Below Ground Level)
-
-
-
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1.50 M RCC slab Culvert @ Ch- 0m
45.54
-
-
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Supplying and erecting steel centering for sides and soffits etc complete complying with standard specifications.(Deck Slab & Bed Block) Above Ground Level
-
-
-
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1.50 M RCC slab Culvert @ Ch- 0m
100.43
-
-
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Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works
-
-
-
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1.50 M RCC slab Culvert @ Ch- 0m
0.3
-
-
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Provision for Km stone
1
-
-
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Provision for Hm stone
6
-
-
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Provision for Name board
1
-
-
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Provision for Sign board
1
-
-
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3.Upgradation of the road from Adhichanur Harijina colony road Km 0/0 -0/900
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.A
487.51
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-
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Picking the old BT surface and Metal surface including all labour charges etc.,
335
-
-
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Providing and Laying Gravel to 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
91.41
-
-
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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
181.13
-
-
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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
152.35
-
-
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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)
-
-
-
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Km 0/0 - 1/0
152.35
-
-
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Providing and laying Tack Coat over WBM surface at 4.00 Kg of RS-1 Bitumen Emulsion /10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Complete.
-
-
-
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Km 0/0 - 1/0
2040
-
-
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Providing and layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete
-
-
-
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Km 0/0 - 1/0
2040
-
-
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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B for foundation
-
-
-
... More
1.50 M RCC slab Culvert @ Ch- 270m
57.45
-
-
... More
Supplying and Filling with good river sand including cost and conveyance to the site and all labour charges etc., complete
-
-
-
... More
1.50 M RCC slab Culvert @ Ch- 270m
5.75
-
-
... More
Cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
-
-
-
... More
1.50 M RCC slab Culvert @ Ch- 270m
8.81
-
-
... More
Cement concrete 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
-
-
-
... More
1.50 M RCC slab Culvert @ Ch- 270m
57.98
-
-
... More
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
-
-
-
... More
1.50 M RCC slab Culvert @ Ch- 270m
3.36
-
-
... More
Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete
-
-
-
... More
1.50 M RCC slab Culvert @ Ch- 270m
3.31
-
-
... More
Supplying and erecting steel centering for sides and soffits etc complete complying with standard specifications.(Below Ground Level)
-
-
-
... More
1.50 M RCC slab Culvert @ Ch- 270m
44.55
-
-
... More
Supplying and erecting steel centering for sides and soffits etc complete complying with standard specifications.(Deck Slab & Bed Block) Above Ground Level
-
-
-
... More
1.50 M RCC slab Culvert @ Ch- 270m
101.24
-
-
... More
Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works
-
-
-
... More
1.50 M RCC slab Culvert @ Ch- 270m
0.33
-
-
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Provision for Hm stone
4
-
-
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Provision for Name board
1
-
-
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Provision for Sign board
2
-
-
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4.Upgradation of the road from Kunjiveli-Puliyankuzhi road Km 0/0 -1/00
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.A
718.49
-
-
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Picking the old BT surface and Metal surface including all labour charges etc.,
1250
-
-
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Clearing the Scrub jungle including removal from site, disposal by buring etc., complete as directed by the departmental officers
1440
-
-
... More
Providing and Laying Gravel to 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
-
-
-
... More
Km 0/0 - 1/0
89.81
-
-
... More
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
14.06
-
-
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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
280.66
-
-
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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)
-
-
-
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Km 0/0 - 1/0
280.66
-
-
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Providing and laying Tack Coat over WBM surface at 4.00 Kg of RS-1 Bitumen Emulsion /10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Complete.
-
-
-
... More
Km 0/0 - 1/0
3750
-
-
... More
Providing and layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete
-
-
-
... More
Km 0/0 - 1/0
3750
-
-
... More
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B for foundation
-
-
-
... More
1.50 M RCC slab Culvert @ Ch- 270m
57.45
-
-
... More
Supplying and Filling with good river sand including cost and conveyance to the site and all labour charges etc., complete
-
-
-
... More
1.50 M RCC slab Culvert @ Ch- 270m
5.75
-
-
... More
Cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
-
-
-
... More
1.50 M RCC slab Culvert @ Ch- 270m
8.81
-
-
... More
Cement concrete 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
-
-
-
... More
1.50 M RCC slab Culvert @ Ch- 270m
57.98
-
-
... More
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
-
-
-
... More
1.50 M RCC slab Culvert @ Ch- 270m
3.36
-
-
... More
Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete
-
-
-
... More
1.50 M RCC slab Culvert @ Ch- 270m
3.31
-
-
... More
Supplying and erecting steel centering for sides and soffits etc complete complying with standard specifications.(Below Ground Level)
-
-
-
... More
1.50 M RCC slab Culvert @ Ch- 270m
44.55
-
-
... More
Supplying and erecting steel centering for sides and soffits etc complete complying with standard specifications.(Deck Slab & Bed Block) Above Ground Level
-
-
-
... More
1.50 M RCC slab Culvert @ Ch- 270m
101.24
-
-
... More
Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works
-
-
-
... More
1.50 M RCC slab Culvert @ Ch- 270m
0.33
-
-
... More
Provision for Km stone
1
-
-
... More
Provision for Hm stone
4
-
-
... More
Provision for Name board
1
-
-
... More
Provision for Sign board
1
-
-
... More
5.Upgradation of the road from Cholamadevi Main road to Colony theru road Km 0/0 -1/00 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.A
720
-
-
... More
Clearing the Scrub jungle including removal from site, disposal by buring etc., complete as directed by the departmental officers
1800
-
-
... More
Providing and Laying Gravel to 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
-
-
-
... More
Km 0/0 - 1/0
120
-
-
... More
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)
-
-
-
... More
Km 0/0 - 1/0
281.25
-
-
... More
Providing and laying Tack Coat over WBM surface at 4.00 Kg of RS-1 Bitumen Emulsion /10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Complete.
-
-
-
... More
Km 0/0 - 1/0
3750
-
-
... More
Providing and layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete
-
-
-
... More
Km 0/0 - 1/0
3750
-
-
... More
Provision for Km stone
1
-
-
... More
Provision for Hm stone
4
-
-
... More
Provision for Name board
1
-
-
... More
Provision for Sign board
2
-
-
... More
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
1
-
-
Evaluation Notes How It Works ?
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