Madurai District Strengthening Of 2 Nos Roads In Usilampatti Block Under Tnrris 2020-21 Package No 25
Tender Value
89.99 Lakhs
Estimated cost
Bid Submission
30 Sep 2020
0 days left
EMD
90000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
usilampatti → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Madurai District Strengthening Of 2 Nos Roads In Usilampatti Block Under Tnrris 2020-21 Package No 25
BOQ
| Name of Work: MADURAI DISTRICT Strengthening of 2 nos of Roads in Usilampatti under TNRRIS 2020-21 Package NO. 25 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | NAME OF WORK: Upgradation and Black Topping of paraipatti to eswaran kovil road 0/950 in Rajakkapatti panchayat | |||
| 2 | 2 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 998.52 | Sqm | |
| 3 | 3 | Earthwork excavating & depositing on bank with Carted earth Depth 3.00KM in hard stiff clay, stiff black cotton, hard red earth, shales, murrum, gravel, stoney earth and earth mixed with small size boulders SS 20 A including laying and spreading in layers of 250 mm loose thick each , sectioning , watering and compacting etc, complete as per MoRT&H 301 - 305. | 599.11 | Cum | |
| 4 | 4 | Providing and Laying US 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 at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. KM 0/0 - 0/950 | 41.94 | Cum | |
| 5 | 5 | 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) Rate for 10sqm for top layer. | 209.72 | Cum | |
| 6 | 6 | Providing and laying tack coat over the WBM surface using 4.00 Kg of bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MoRT&H specification. | 2796.3 | Sqm | |
| 7 | 7 | Providing and laying open graded premix carpet of 20 mm compacted thick wiuth seal coat 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. KM 0/0 - 1/00 | 2796.3 | Sqm | |
| 8 | 8 | Retaining Wall @ Ch 0/060, 0/890 | |||
| 9 | 9 | Earthwork excavation in all classes of soils such as gravelly soils, hard stiffclay, and earth mixed silt or other loose soils sandy loam and ordinary soil but including depositing on banks with all leads and lifts including all charges etc complete. | 72.84 | Cum | |
| 10 | 10 | Supplying and filling of filling sand for foundation from approved quarry including cost and conveyance to work site and as directed by the dept officers etc complete. | 10.94 | Cum | |
| 11 | 11 | Cement Concrete 1:4:8 mix (one cement, four sand, eight hard broken stone) using 40mm ISS HBG stone jelly for Foundation and flooring including labour charges for mixing concrete watring and laying the concrete complying with standard specifications etc complete. | 21.88 | Cum | |
| 12 | 12 | Towards the centring charges for Drainage works., compacting etc., complete complying with standard specifications and as directed. - Rate for 10 m2 | 337.79 | Sqm | |
| 13 | 13 | Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. - Rate for 10 m3 | 126.11 | Cum | |
| 14 | 14 | Provision for Weep Holes | 1 | Nos | |
| 15 | 15 | Construction of Cause Way @ CH - 0/950 | |||
| 16 | 16 | Earthwork excavation in all classes of soils such as gravelly soils, hard stiffclay, and earth mixed silt or other loose soils sandy loam and ordinary soil but including depositing on banks with all leads and lifts including all charges etc complete. | 19.98 | Cum | |
| 17 | 17 | Cement Concrete 1:4:8 mix (one cement, four sand, eight hard broken stone) using 40mm ISS HBG stone jelly for Foundation and flooring including labour charges for mixing concrete watring and laying the concrete complying with standard specifications etc complete. | 10.6 | Cum | |
| 18 | 18 | Towards the centring charges for Drainage works., compacting etc., complete complying with standard specifications and as directed. - Rate for 10 m2 | 39.96 | Cum | |
| 19 | 19 | Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. - Rate for 10 m3 | 15.26 | Cum | |
| 20 | 20 | Cement concrete 1 : 2 : 4mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. - Rate for 10 m3 | 4.4 | Cum | |
| 21 | 21 | Wearing Coat with CC 1 : 1.5 : 3 mix using 65% of 25mm, 25% of 12mm, and10% of 6mm IRC metal including cost of all materials and labour charges for mixing, | 60 | Cum | |
| 22 | 22 | Construction of 1.50 m Span Slab Culvert @ Ch - 925 M | |||
| 23 | 23 | Earthwork excavation in all classes of soils such as gravelly soils, hard stiffclay, and earth mixed silt or other loose soils sandy loam and ordinary soil but including depositing on banks with all leads and lifts including all charges etc complete. | 66.6 | Cum | |
| 24 | 24 | Supplying and filling of filling sand for foundation from approved quarry including cost and conveyance to work site and as directed by the dept officers etc complete. | 3.32 | Cum | |
| 25 | 25 | Cement Concrete 1:4:8 mix (one cement, four sand, eight hard broken stone) using 40mm ISS HBG stone jelly for Foundation and flooring including labour charges for mixing concrete watring and laying the concrete complying with standard specifications etc complete. | 4.98 | Cum | |
| 26 | 26 | Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification. | 320 | KG | |
| 27 | 27 | Centering and shuttering for RCC work in plain surfaces including all cost and conveyance of all material using mild steel angles of size 25mmx25mmx3mm with 10 guage sheets of size 10cmx60cm welded frame for boarding laid over silver oak joist of size 5cm a). PCC | 67.56 | Sqm | |
| 28 | 28 | b0.Above GL | 76.62 | Sqm | |
| 29 | 29 | c0.Deck Slab | 15.53 | Sqm | |
| 30 | 30 | Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. - Rate for 10 m3 | 60.64 | Cum | |
| 31 | 31 | Plain Cement concrete 1:2:4 using 20mm ISS HBG metal for all including curing and providing fixtures like fan clamps in the RCC floor or roof slabs wherever necessary and bearing surfaces of walls , sides and bottom of the slabs, beams etc., shall be fini | 1.44 | Cum | |
| 32 | 32 | Reinforcement cement concrete 1:1.5:3 mix using 20mm graded HBG metal including all cost and conveyance of materials and labour charges etc., complete | 3.86 | Cum | |
| 33 | 33 | Provision for Bitumen Pad | 1 | nos | |
| 34 | 34 | Provision for PVC Pipes for Wheep Holes | 1 | nos | |
| 35 | 35 | Supply and fixing of HM stone SI No. 44 A | 4 | nos | |
| 36 | 36 | Provision for Name board Charges etc | 1 | nos | |
| 37 | 37 | NAME OF WORK: Strengthening of Kalluthu Perumalpatti road Km 0/0-2/0 R(85) | |||
| 38 | 38 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 2184 | Sqm | |
| 39 | 39 | Km0/0 - 2/0 | |||
| 40 | 40 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 2500 | Sqm | |
| 41 | 41 | Km0/0 - 2/0 | |||
| 42 | 42 | Earthwork excavating & depositing on bank with Carted earth Depth 3.00KM in hard stiff clay, stiff black cotton, hard red earth, shales, murrum, gravel, stoney earth and earth mixed with small size boulders SS 20 A including laying and spreading in layers of 250 mm loose thick each , sectioning , watering and compacting etc, complete as per MoRT&H 301 - 305. | 873.6 | Cum | |
| 43 | 43 | Km0/0 - 2/0 | |||
| 44 | 44 | Providing and Laying US 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 at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. KM 0/0 - 1/00 | 150 | Cum | |
| 45 | 45 | KM 1/00 - 2/0 | 123 | Cum | |
| 46 | 46 | Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm)IRC HBG metal 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) for Bottom layer. KM 0 /0 - 1/00 | |||
| 47 | 47 | KM 1/00 - 2/0 | 142.88 | Cum | |
| 48 | 48 | 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) Rate for 10sqm for top layer. | 281.25 | Cum | |
| 49 | 49 | KM 1/00 - 2/0 | 311.63 | Cum | |
| 50 | 50 | Providing and laying tack coat over the WBM surface using 4.00 Kg of bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MoRT&H specification. | 6825 | Sqm | |
| 51 | 51 | Providing and laying open graded premix carpet of 20 mm compacted thick wiuth seal coat 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. KM 0/0 - 1/00 | 3750 | Sqm | |
| 52 | 52 | KM 1/00 - 2/0 | 3075 | Sqm | |
| 53 | 53 | Paver Block @ Ch 1200-1380 | |||
| 54 | 54 | Earthwork excavation in all classes of soils such as gravelly soils, hard stiffclay, and earth mixed silt or other loose soils sandy loam and ordinary soil but including depositing on banks with all leads and lifts including all charges etc complete. | 29.7 | Cum | |
| 55 | 55 | Supplying and filling of filling sand for foundation from approved quarry including cost and conveyance to work site and as directed by the dept officers etc complete. | 10.8 | Cum | |
| 56 | 56 | Cement Concrete 1:4:8 mix (one cement, four sand, eight hard broken stone) using 40mm ISS HBG stone jelly for Foundation and flooring including labour charges for mixing concrete watring and laying the concrete complying with standard specifications etc complete. | 10.8 | Cum | |
| 57 | 57 | Towards the centring charges for Drainage works., compacting etc., complete complying with standard specifications and as directed. - Rate for 10 m2 | 165.6 | Sqm | |
| 58 | 58 | Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. - Rate for 10 m3 | 19.04 | Cum | |
| 59 | 59 | Providing and laying of interlocking concrete block (surface texture) pavements having thickness 80mm and compacted over a thin bedding sand layer | 1080 | sqm | |
| 60 | 60 | Supply and fixing of KM stone SI No. 44 A | 1 | nos | |
| 61 | 61 | Supply and fixing of HM stone SI No. 44 A | 8 | nos | |
| 62 | 62 | Provision for Name board Charges etc | 1 | nos | |
| 63 | 63 | Provision for Sign board Charges etc | 5 | nos | |
| 64 | 64 | 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}\n | BI01010001010000000000000515BI01000011120 | 1 | GST Amount (in Rupees) |
AI Tender Summary
Tender Timeline
Sep 22, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedSep 30, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 30, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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