Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Eprocure
Opening Date14 Sep 2018
Closing Date28 Sep 2018
Tender Amount₹ 1,52,00,000
Costs
EMD
₹ 1,52,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_RDTN_105683_1Bid Award Id
ViewTender No
A3/3650/2018, Date.10.09.2018Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
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Documents
BOQ Items
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Km 0/0 - 1/0
59.83
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Km 1/0 - 1/800
47.83
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Construction of subgrade for 300mm depth by using picked material obtained from the existing surface by mechanical means and then adding 50% of defict materials by using carted earth obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(subgrade using Quarry rubbish)
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Km 0/0 - 1/0
1113.49
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Km 1/0 - 1/800
888.49
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Waterproofing of the earthern shoulder & Compacted by spraying 1kg of Terrasil or Equivalent and 1kg of Zycobond or Equivalent in the ratio of 1:1:200 with Potable Water and spraying on the surface @ 3ltrs/sqm and compacting with a static roller. Complete job, finished work to be measured
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Km 0/0 - 1/800
6728.5
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Construction of Sub base & Base by way of using blended material comprising of 60% Available soil of CBR 5; 40% GSB Material, Grade B; 3% Cement by weight of soil; 1kg of Terrasil or Equivalent per cum & 1kg of Zycobond or Equivalent per cum ; Mechanically blended using a Rotavator at Optimum Moisture Content; laid in Two layers of Equivalent Depth each and duly compacted with Static Roller Including Maintaining the Camber as per specifications. Complete job , finished work to be measured. (ref : MORD sl.no4.11-(i) page no.4-20)
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Km 0/0 - 1/0
556.74
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Km 1/0 - 1/800
444.24
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Construction of 20mm compacted Grit Layer by way of using blended material comprising of Aggregates of 13.2mm @20%; 11.2mm nominal size @ 20%; Crushed Stone Chipping 6.7 mm size 100% passing 9.5 mm sieve and retained on 2.36 mm sieve @20% & Crushed Sand or Grit Passing 2.36 mm sieve and retained on 180 micron sieve @40% duly mixed with potable water ; duly compacted with Vibratory Roller including maintaining the Camber as per specifications. Complete job , finished work to be measured
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Km 0/0 - 1/0
74.23
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Km 1/0 - 1/800
59.23
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Providing and applying primer coat with cationic bitumen emulsion(water based) modified with Nanotechnology based Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) qualifying as per the test, on prepared surface of granular base including cleaning of road surface and prime coat-mix made using 100 part Cationic Bitumen Emulsion (Grade CSS-1) and 200 parts of Nanotechnology Solution (1 kg Terraprime :200 liter water (≤1000ppm TDS) and spraying at the rate of 1.35 Kg/sqm using mechanical means as per Technical Specification.
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Km 0/0 - 1/0
3722.5
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Km 1/0 - 1/800
2972.5
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Providing, laying and rolling of 20mm thick open-graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder with Nanotechnology based Organosilane Reactive Aggregate modifier material qualifying as per the test at the rate of 1 Kg per 1 ton of Binder. Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade or emulsion grade with Nanotechnology based material to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (ref:Mord pg.no 5-24)
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Km 0/0 - 1/0
3722.5
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Km 1/0 - 1/800
2972.5
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Providing and laying of Seal coat modified with Nanotechnology based Organosilane Reactive Aggregate modifier material qualifying as per the test at the rate 1 Kg per 1 ton of Binder and sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per technical specification Clauses 510.
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Km 0/0 - 1/0
3722.5
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Km 1/0 - 1/800
2972.5
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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 1100m
79.99
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1.50 M RCC slab culvert @ Ch 1560m
79.99
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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 1100m
10.32
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1.50 M RCC slab culvert @ Ch 1560m
10.32
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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 1100m
153.34
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1.50 M RCC slab culvert @ Ch 1560m
153.34
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Supplying and erecting steel centering for sides and soffits etc complete complying with standard specifications.(Above Ground Level)
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1.50 M RCC slab culvert @ Ch 1100m
25.33
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1.50 M RCC slab culvert @ Ch 1560m
25.33
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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 1100m
78.82
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1.50 M RCC slab culvert @ Ch 1560m
78.82
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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 1100m
3.36
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1.50 M RCC slab culvert @ Ch 1560m
3.36
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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 1100m
0.35
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1.50 M RCC slab culvert @ Ch 1560m
0.35
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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 1100m
3.31
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1.50 M RCC slab culvert @ Ch 1560m
3.31
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Gravel filling between bodywall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete with standard specifications and as directed by the departmental officers.
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1.50 M RCC slab culvert @ Ch 1100m
44.43
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1.50 M RCC slab culvert @ Ch 1560m
44.43
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Provision for Km stone
1
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Provision for Hm stone
8
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Provision for Sign board
4
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Provision for Name board
1
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2.Strengthening of the road from Panchanakarai - Anikuthichan road Km 0/0 - 2/200
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
330
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Picking the existing metalled / BT surface and compacted by power roller etc., complete as directed by the departmental officers
2750
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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
281.25
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Km 1/0 - 2/0
281.25
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Km 2/0 - 2/200
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 - 2/200
8250
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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 - 2/0
3750
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Km 2/0 - 2/200
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 1900m
79.99
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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 1900m
10.32
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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 1900m
143.45
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Supplying and erecting steel centering for sides and soffits etc complete complying with standard specifications.(Above Ground Level)
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1.50 M RCC slab culvert @ Ch 1900m
25.33
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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 1900m
78.82
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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 1900m
3.36
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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 1900m
0.32
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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 1900m
3.31
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Provision for Km stone
2
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Provision for Hm stone
9
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Provision for Name board
1
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3.Strengthening of the road from Edaiyakurichi to Mudhukulam via OHT road Km 0/0 - 1/800
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
486
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Picking the existing metalled / BT surface and compacted by power roller etc., complete as directed by the departmental officers
2256.67
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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
60
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Km 1/0 - 1/800
48
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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
282.75
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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
282.75
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Km 1/0 - 1/800
225
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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 - 1/800
6770
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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
3770
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Km 1/0 - 1/800
3000
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Provision for Km stone
1
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Provision for Hm stone
7
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Provision for Sign board
6
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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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