Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Eprocure
Opening Date21 Sep 2020
Closing Date30 Sep 2020
Tender Amount₹ 1,57,48,000
Costs
EMD
₹ 1,58,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_RDTN_180618_1Bid Award Id
ViewTender No
DIPR/3344/TENDER/2020, Dated.08.09.2020Tender 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
90
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-
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Km 1/0 - 1/463
41.67
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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
452.25
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-
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Km 1/0 - 1/463
208.35
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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
226.13
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-
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Km 1/0 - 1/463
104.18
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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
226.13
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Km 1/0 - 1/463
104.18
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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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-
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Km 0/0 - 1/463
4404
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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
3015
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-
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Km 1/0 - 1/463
1389
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Provision for Km stone
1
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-
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Provision for Hm stone
6
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-
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Provision for Name board
1
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-
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2.Strengthening the road from kovilur to Chettikuzhi road Km 0/0 - 2/00
Clearing the Scrub jungle including removal from site, disposal by buring etc., complete as directed by the departmental officers
3600
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Picking the old BT surface and Metal surface including all labour charges etc.,
2500
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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
600
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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
135
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Km 1/0 - 2/0
135
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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
282.66
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-
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Km 1/0 - 2/0
281.25
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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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-
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Km 0/0 - 2/0
7518.75
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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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Km 0/0 - 1/0
3768.75
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Km 1/0 - 2/0
3750
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-
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Provision for Km stone
1
-
-
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Provision for Hm stone
8
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-
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Provision for Name board
1
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-
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3.Strengthening the road from Thoothur BC Mayanam road Km 0/0 - 0/700
Clearing the Scrub jungle including removal from site, disposal by buring etc., complete as directed by the departmental officers
836.52
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Picking the old BT surface and Metal surface including all labour charges etc.,
697.1
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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
209.13
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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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-
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Km 0/0 - 0/700
94.11
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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 - 0/700
157.98
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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 - 0/700
157.98
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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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-
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Km 0/0 - 0/700
2115
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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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Km 0/0 - 0/700
2115
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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 @ Ch300m
46.33
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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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-
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1.50 M RCC slab Culvert @ Ch300m
5.79
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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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-
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1.50 M RCC slab Culvert @ Ch300m
5.79
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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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-
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1.50 M RCC slab Culvert @ Ch300m
58.11
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-
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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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-
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1.50 M RCC slab Culvert @ Ch300m
147.61
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-
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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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-
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1.50 M RCC slab Culvert @ Ch300m
11.25
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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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-
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1.50 M RCC slab Culvert @ Ch300m
0.32
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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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-
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1.50 M RCC slab Culvert @ Ch300m
3.31
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-
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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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-
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1.50 M RCC slab Culvert @ Ch300m
3.36
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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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1.50 M RCC slab Culvert @ Ch300m
4.5
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-
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Providing and fixing 6mm bitumen felt for expansion joint between dirtwall & deck slab
-
-
-
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1.50 M RCC slab Culvert @ Ch300m
3.15
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-
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Providing weep holes in abutment wingwall and returnwall with 100mm dia AC pipes as per clauses 6147091204
-
-
-
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1.50 M RCC slab Culvert @ Ch300m
8.8
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-
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Provision for Hm stone
3
-
-
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Provision for Name board
1
-
-
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4.Strengthening the road from KT road to Thirumazhapadi (via) Kandiratheertham road Km 0/0 - 2/00
Clearing the Scrub jungle including removal from site, disposal by buring etc., complete as directed by the departmental officers
1724.87
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-
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Picking the old BT surface and Metal surface including all labour charges etc.,
2072.1
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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
449.13
-
-
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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 - 2/00
90
-
-
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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
242.63
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-
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Km 1/0 - 2/00
225
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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
242.63
-
-
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Km 1/0 - 2/00
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 - 2/00
6243.75
-
-
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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
3243.75
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-
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Km 1/0 - 2/00
3000
-
-
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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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Drainage @ Ch 0-90m
36
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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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Drainage @ Ch 0-90m
8.1
-
-
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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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Drainage @ Ch 0-90m
9
-
-
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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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Drainage @ Ch 0-90m
24.3
-
-
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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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Drainage @ Ch 0-90m
162
-
-
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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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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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