Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Eprocure
Opening Date5 Nov 2019
Closing Date20 Nov 2019
Tender Amount₹ 1,65,59,000
Costs
EMD
₹ 1,66,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_RDTN_143904_1Bid Award Id
ViewTender No
A3/4972/2019, Date.31.10.2019Tender 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 1/0 - 1/500
45
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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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Km 0/0 - 1/0
281.25
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-
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Km 1/0 - 1/500
140.63
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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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-
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Km 0/0 - 1/0
281.25
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-
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Km 1/0 - 1/500
140.63
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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
3750
-
-
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Km 1/0 - 1/500
1875
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-
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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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-
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Km 0/0 - 1/0
3750
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-
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Km 1/0 - 1/500
1875
-
-
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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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2.Upgradation of the road from Pappakudi - Mannalankaduvetty Road km 0/0 -1/020
Clearing the Scrub jungle including removal from site, disposal by buring etc., complete as directed by the departmental officers
1836
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-
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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
1094.69
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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
59.62
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-
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Km 1/0 - 1/020
1.2
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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
223.56
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-
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Km 1/0 - 1/020
4.5
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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
223.56
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-
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Km 1/0 - 1/020
4.5
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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 - 1/020
3040.8
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-
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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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-
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Km 0/0 - 1/0
2980.8
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-
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Km 1/0 - 1/020
60
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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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-
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5.00 M RCC slab Culvert @ Ch 700m
122.3
-
-
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Retaining wall @ Ch 700m
47.25
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-
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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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5.00 M RCC slab Culvert @ Ch 700m
13.98
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-
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Retaining wall @ Ch 700m
12.08
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-
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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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5.00 M RCC slab Culvert @ Ch 700m
13.98
-
-
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Retaining wall @ Ch 700m
12.08
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-
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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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5.00 M RCC slab Culvert @ Ch 700m
104.25
-
-
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Retaining wall @ Ch 700m
79.36
-
-
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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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5.00 M RCC slab Culvert @ Ch 700m
170.5
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-
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Retaining wall @ Ch 700m
176.94
-
-
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Supplying and erecting steel centering for sides and soffits etc complete complying with standard specifications.(Deck Slab & Bed Block)
-
-
-
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5.00 M RCC slab Culvert @ Ch 700m
42.49
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-
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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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5.00 M RCC slab Culvert @ Ch 700m
1.828
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-
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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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5.00 M RCC slab Culvert @ Ch 700m
23.28
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-
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Providing and fixing Tar Paper for bearing Between Bed Block and Deck slab including all labour charges etc., complete as directed by the departmental officers.
-
-
-
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5.00 M RCC slab Culvert @ Ch 700m
6
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-
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Provision for Weep holes etc., complete with standard specifications and as directed by the departmental officers.
-
-
-
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5.00 M RCC slab Culvert @ Ch 700m
12
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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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-
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Provision for Name board
1
-
-
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3.Strengthening of the road from VKT Alagar kovil - Sathiram colony road Km 0/0 -2/200
Clearing the Scrub jungle including removal from site, disposal by buring etc., complete as directed by the departmental officers
2460
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-
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Picking the existing metalled / BT surface and compacted by power roller etc., complete as directed by the departmental officers
2562.5
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-
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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
553.5
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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
45
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-
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Km 1/0 - 2/0
45
-
-
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Km 2/0 - 2/200
2.25
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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
281.25
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-
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Km 1/0 - 2/0
281.25
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-
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Km 2/0 - 2/200
14.06
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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
3750
-
-
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Km 1/0 - 2/0
3750
-
-
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Km 2/0 - 2/200
187.5
-
-
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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
187.5
-
-
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Provision for Km stone
2
-
-
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Provision for Hm stone
8
-
-
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Provision for Name board
1
-
-
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4.Strengthening of the road from T.Melur to Melakollai road Km 0/0 -1/200
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
486
-
-
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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
87.3
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-
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Km 1/0 - 1/200
18
-
-
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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
273
-
-
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Km 1/0 - 1/200
56.25
-
-
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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
273
-
-
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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
4388
-
-
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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
3638
-
-
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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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Hard bed @ Ch 400m
14.18
-
-
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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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Hard bed @ Ch 400m
26.22
-
-
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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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Hard bed @ Ch 400m
26.22
-
-
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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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Hard bed @ Ch 400m
44.05
-
-
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Supplying and erecting steel centering for sides and soffits etc complete complying with standard specifications.(Sidewall)
-
-
-
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Hard bed @ Ch 400m
31.5
-
-
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Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges etc., complete
-
-
-
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Hard bed @ Ch 400m
0.75
-
-
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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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Hard bed @ Ch 400m
26.25
-
-
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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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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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