Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Eprocure
Opening Date16 Feb 2021
Closing Date23 Feb 2021
Tender AmountRefer Documents
Costs
EMD
₹ 1,25,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tiruvarur District - Tnrris 2020-21 (additional Fund) Road Works - Kodavasal Block-package No.6/kdl/addl./tnrris/2020-21
Description
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Contact
Tender Id
2021_RDTN_196350_1Bid Award Id
ViewTender No
DIPR/1074/TENDER/2021 dt 16.02.21Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
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Documents
BOQ Items
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
-
-
-
Chanage 0/0 - 1/130
1130
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-
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A
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-
-
Chanage 0/0 - 1/130
305.1
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-
Collection and supply of Gritty Gravel from approved quarry including cost and conveyance of all materials and all labour charges to stacking to department gauge for pre measurement etc.,complete for Berms
-
-
-
Chanage 0/0 - 1/0
60
-
-
Chanage 1/0 - 1/130
7.8
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-
Providing and laying WBM 75mm compacted thickness using Grade III metal using one cubic metre of 63 – 11.2mm IRC size HBG metal with 0.24 cubic metre per 10 sqm including cost and conveyance of all materials labour charges for stacking spreading road side and stack to them departmental gauge including all labour charges for spreading metal and sand gravel mix hand packing to compac watering with all leads for water and compaction by 8-10 tones power roller including hire charges and fuel charges for power rollwr water sprinkler and all other tools and plants employed barrcating etc.,completed as per clause 404 of M.O.S.T.specification.
-
-
-
Chanage 0/0 - 1/0
225
-
-
Chanage 1/0 - 1/130
29.25
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.40 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
-
-
-
Chanage 0/0 - 1/0
3000
-
-
Chanage 1/0 - 1/130
390
-
-
Providing and laying open graded premix carpet of 20 mm compacted thick using 0.18cum of 13.20 mm IRC size HBG machine crushed chips and 0.09 cum of 11.20 mm IRC HBG machine crushed chips with 14.6 Kg of bitumen for 10 sqm of premix carpet including laying of seal coat type ‘A’ over the premix carpet using 0.09 cum of 6.7mm IRC size HBG machine crushed chips with 9.8 Kg of bitumen per 10 sqm including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling seperately as per MoRT&H specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant power roller 80 – 100 KN capacity and all other tools and plants employed therefore etc., complete.
-
-
-
Chanage 0/0 - 1/0
3000
-
-
Chanage 1/0 - 1/130
390
-
-
Supply and fixing of Name board
1
-
-
Supply and fixing of Km stone
1
-
-
Supply and fixing of HM stone
4
-
-
Supply and fixing of Sign Board
2
-
-
2.Strengthening to Vayalur to Poongudi muthalkattalai salai Km 0/0 -1/350
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-
-
Clearingthe Scrub jungle including all labour charges for burrying and burning etc.,
-
-
-
Chanage 0/0 - 1/350
1620
-
-
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
-
-
-
Chanage 0/0 - 1/350
1350
-
-
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A
-
-
-
Chanage 0/0 - 1/350
364.5
-
-
Collection and supply of Gritty Gravel from approved quarry including cost and conveyance of all materials and all labour charges to stacking to department gauge for pre measurement etc.,complete for Berms
-
-
-
Chanage 0/0 - 1/0
60
-
-
Chanage 1/0 - 1/350
21
-
-
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)
-
-
-
Chanage 0/0 - 1/0
137.25
-
-
Chanage 1/0 - 1/350
78.75
-
-
Providing and laying WBM 75mm compacted thickness using Grade III metal using one cubic metre of 63 – 11.2mm IRC size HBG metal with 0.24 cubic metre per 10 sqm including cost and conveyance of all materials labour charges for stacking spreading road side and stack to them departmental gauge including all labour charges for spreading metal and sand gravel mix hand packing to compac watering with all leads for water and compaction by 8-10 tones power roller including hire charges and fuel charges for power rollwr water sprinkler and all other tools and plants employed barrcating etc.,completed as per clause 404 of M.O.S.T.specification.
-
-
-
Chanage 0/0 - 1/0
225
-
-
Chanage 1/0 - 1/350
78.75
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.40 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
-
-
-
Chanage 0/0 - 1/0
3000
-
-
Chanage 1/0 - 1/350
1050
-
-
Providing and laying open graded premix carpet of 20 mm compacted thick using 0.18cum of 13.20 mm IRC size HBG machine crushed chips and 0.09 cum of 11.20 mm IRC HBG machine crushed chips with 14.6 Kg of bitumen for 10 sqm of premix carpet including laying of seal coat type ‘A’ over the premix carpet using 0.09 cum of 6.7mm IRC size HBG machine crushed chips with 9.8 Kg of bitumen per 10 sqm including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling seperately as per MoRT&H specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant power roller 80 – 100 KN capacity and all other tools and plants employed therefore etc., complete.
-
-
-
Chanage 0/0 - 1/0
3000
-
-
Chanage 1/0 - 1/350
1050
-
-
Supply and fixing of Name board
1
-
-
Supply and fixing of Km stone
1
-
-
Supply and fixing of HM stone
5
-
-
Supply and fixing of Sign Board
2
-
-
RETAINING WALL
-
-
-
Earth work excavation in Hard stiff clay soil except hard rock requiring bleasting such as soft clay mixed sand as per SS 20B
-
-
-
ch- 0/400-0/440
75.95
-
-
Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications
-
-
-
ch- 0/400-0/440
8.14
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-
Cement concrete 1 : 4: 8mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
-
-
-
ch- 0/400-0/440
10.85
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-
Cement Concrete.1:3:6 using 40mm ISS HBG Mertal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete.
-
-
-
ch- 0/400-0/440
85.59
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-
Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ).
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-
-
ch- 0/400-0/440
195.47
-
-
Supply and fixing of Bitumen pad
-
-
-
ch- 0/400-0/440
4.19
-
-
Supply and fixing of 110mm dia PVC pipe including all charges complete4
-
-
-
ch- 0/400-0/440
35
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-
3.Strengtnening Kadagakuid-Kalajiyur-Konachery West street salai Km 0/0 - 1/630
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-
-
Clearingthe Scrub jungle including all labour charges for burrying and burning etc.,
-
-
-
Chanage 0/0 - 1/250
1800
-
-
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
-
-
-
Chanage 0/0 - 1/250
500
-
-
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A
-
-
-
Chanage 0/0 - 1/250
1000
-
-
Collection and supply of Gritty Gravel from approved quarry including cost and conveyance of all materials and all labour charges to stacking to department gauge for pre measurement etc.,complete for Berms
-
-
-
Chanage 0/0 - 1/0
60
-
-
Chanage 1/0 - 1/250
15
-
-
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) .
-
-
-
Chanage 0/0 - 1/0
120
-
-
Chanage 1/0 - 1/250
75
-
-
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)
-
-
-
Chanage 0/0 - 1/0
225
-
-
Chanage 1/0 - 1/250
56.25
-
-
Providing and laying WBM 75mm compacted thickness using Grade III metal using one cubic metre of 63 – 11.2mm IRC size HBG metal with 0.24 cubic metre per 10 sqm including cost and conveyance of all materials labour charges for stacking spreading road side and stack to them departmental gauge including all labour charges for spreading metal and sand gravel mix hand packing to compac watering with all leads for water and compaction by 8-10 tones power roller including hire charges and fuel charges for power rollwr water sprinkler and all other tools and plants employed barrcating etc.,completed as per clause 404 of M.O.S.T.specification.
-
-
-
Chanage 0/0 - 1/0
225
-
-
Chanage 1/0 - 1/250
56.25
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.40 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
-
-
-
Chanage 0/0 - 1/0
3000
-
-
Chanage 1/0 - 1/250
750
-
-
Providing and laying open graded premix carpet of 20 mm compacted thick using 0.18cum of 13.20 mm IRC size HBG machine crushed chips and 0.09 cum of 11.20 mm IRC HBG machine crushed chips with 14.6 Kg of bitumen for 10 sqm of premix carpet including laying of seal coat type ‘A’ over the premix carpet using 0.09 cum of 6.7mm IRC size HBG machine crushed chips with 9.8 Kg of bitumen per 10 sqm including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling seperately as per MoRT&H specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant power roller 80 – 100 KN capacity and all other tools and plants employed therefore etc., complete.
-
-
-
Chanage 0/0 - 1/0
3000
-
-
Chanage 1/0 - 1/250
750
-
-
Supply and fixing of Name board
1
-
-
Supply and fixing of HM stone
5
-
-
Supply and fixing of Sign Board
3
-
-
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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-
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