Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Eprocure
Opening Date16 Nov 2019
Closing Date26 Nov 2019
Tender Amount₹ 1,49,76,000
Costs
EMD
₹ 1,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_RDTN_147056_1Bid Award Id
ViewTender No
A3/5029/2019Tender 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
44.61
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Km 1/0 - 1/2
9
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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
352.99
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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
264.74
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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
278.8
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Km 1/0 - 1/200
56.25
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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 - 1/200
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
3750
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Km 1/0 - 1/200
750
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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 10m
112.7
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1.50 M RCC slab Culvert @ Ch 350m
112.7
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1.50 M RCC slab Culvert @ Ch 940m
112.7
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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 10m
9.02
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1.50 M RCC slab Culvert @ Ch 350m
9.02
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1.50 M RCC slab Culvert @ Ch 940m
9.02
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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 10m
9.02
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1.50 M RCC slab Culvert @ Ch 350m
9.02
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1.50 M RCC slab Culvert @ Ch 940m
9.02
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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 10m
125.23
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1.50 M RCC slab Culvert @ Ch 350m
125.23
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1.50 M RCC slab Culvert @ Ch 940m
125.23
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Supplying and erecting steel centering for sides and soffits etc complete complying with standard specifications.(Deck Slab)
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1.50 M RCC slab Culvert @ Ch 10m
12.22
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1.50 M RCC slab Culvert @ Ch 350m
12.22
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1.50 M RCC slab Culvert @ Ch 940m
12.22
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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 10m
46.23
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1.50 M RCC slab Culvert @ Ch 350m
46.23
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1.50 M RCC slab Culvert @ Ch 940m
46.23
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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 10m
2.52
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1.50 M RCC slab Culvert @ Ch 350m
2.52
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1.50 M RCC slab Culvert @ Ch 940m
2.52
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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 10m
0.4
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1.50 M RCC slab Culvert @ Ch 350m
0.4
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1.50 M RCC slab Culvert @ Ch 940m
0.4
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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 10m
3.62
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1.50 M RCC slab Culvert @ Ch 350m
3.62
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1.50 M RCC slab Culvert @ Ch 940m
3.62
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Provision for Km stone
1
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Provision for Hm stone
5
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Provision for Name board
1
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2.Strengthening the road from Rajiv nagar road Km 0/0 - 2/500
Picking the existing metalled / BT surface and compacted by power roller etc., complete as directed by the departmental officers
3283.33
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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
15
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Km 1/0 - 2/0
15
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Km 2/0 - 2/5
7.5
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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
345
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Km 1/0 - 2/0
281.25
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Km 2/0 - 2/5
112.5
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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 - 2/5
9850
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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
4600
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Km 1/0 - 2/0
3750
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Km 2/0 - 2/5
1500
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Provision for Km stone
2
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Provision for Hm stone
11
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Provision for Name board
1
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3.Strengthening the road from Vellore to Sokkanathapuram road Km 2/290-3/290 Clearing the Scrub jungle including removal from site, disposal by buring etc., complete as directed by the departmental officers.
1440
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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.A
720
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Picking the existing metalled / BT surface and compacted by power roller etc., complete as directed by the departmental officers
1250
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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 2/290 - 3/0
127.8
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Km 3/0 - 3/290
52.2
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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.
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Km 2/290 - 3/290
562.5
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Providing and laying 50mm Compacted thick Dense Bituminous Macadam using course aggregate and VG 30 Bitumen which shall consist of construction in a single course base/binder course conforming to specification on a previously prepared base (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 504 MORTH rev-5 (Mix - in - Place Method)
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Km 2/290 - 3/290
187.5
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Applying PRIME COAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Complete.
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Km 2/290 - 3/290
3750
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Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
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Km 2/290 - 3/290
3750
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Providing and layiing Bituminous Concrete to 30mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17 cum of 9.50 - 2.36mm and 0.26 cum of 2.36 and below with 50.30kg of VG30 Bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20 - 30 ton capacity, conveyance the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8 - 10 tonne vibratory / pneumetic roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20 - 30 ton CMP with bitumen boiler , tipper trucks, paver finisher/9m paver finisher, vibratory / pneumetic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
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Km 2/290 - 3/290
112.5
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Providing and fixing of refro-reflectorised cautionary, mandatory and informatory sign as per IRC;67 made of encapsulated lens type reflecting sheeding vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron p - Sign Board
6
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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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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
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