Construction Of Proposed Black Topping Of Kinalane Internal Road Up To Gopal Torasker House At Vengurla , For Vengurla Nagarparishad , Vengurla Dist . Sindhudurg E-Tender No . 641
Tender Value
24.95 Lakhs
Estimated cost
Bid Submission
13 Jul 2020
0 days left
EMD
49904
Bank guarantee accepted
Document Fee
3500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Vengurla → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Proposed Black Topping Of Kinalane Internal Road Up To Gopal Torasker House At Vengurla , For Vengurla Nagarparishad , Vengurla Dist . Sindhudurg E-Tender No . 641
BOQ
| Name of Work: Construction of Proposed Black Topping of Kinalane Internal Road up to Gopal Torasker House at Vengurla, for Vengurla Nagarparishad, Vengurla Dist. Sindhudurg | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Item No:-1- Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means | BI01010001010000000000000515BI0100001113 | 13.35 | M3 |
| 2 | 2 | Item No:- 2- Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density fora lead of over 300m. to 500m.. inclusive, from the site of excavation to the site of deposition as directed. | BI01010001010000000000000515BI0100001114 | 13.35 | M3 |
| 3 | 3 | Item No.3:- Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete\n\nAs Per R.A.No.8 | BI01010001010000000000000515BI0100001115 | 3.343 | M3 |
| 4 | 4 | Item No.4:- Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete, With natural sandN.S.I. quality Artificial Sand\n\nAs Per R.A.No.6 | BI01010001010000000000000515BI0100001116 | 3.192 | M3 |
| 5 | 5 | Item No.5:-Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant \n(pan mixer) with SCADA\n\nAs Per R.A.No.7 | BI01010001010000000000000515BI0100001117 | 7.08 | M3 |
| 6 | 6 | Item No.6 :-Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600mm diameter in proper line, level and slope etc. complete | BI01010001010000000000000515BI0100001118 | 7.5 | RMT |
| 7 | 7 | Item No.7:- Providing and constructing 75 mm. thick Modified 3 Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.\n\nAs Per R.A.No.1 | BI01010001010000000000000515BI0100001119 | 619.5 | M2 |
| 8 | 8 | Item No:-8 - Brooming the W.B.M. surface by wire Brushes, coir brushers, dusting, cleaning etc. for receiving the bituminous treatment complete. Brooming the water Bound Macadam surface by wire.\n | BI01010001010000000000000515BI0100001120 | 4543 | M2 |
| 9 | 9 | Item No.9:-Providing and applying Tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm, VG30 bulk bitumen.\n\nAs Per R.A.No.2 | BI01010001010000000000000515BI0100001121 | 4543 | M2 |
| 10 | 10 | Item No.10:-:-BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Grading 1, premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 80/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers,automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant, Sensor paver,and Vibratory roller excluding prime/Tack coat etc. complete - Bitumen 3.30% of specified grade (VG-30 bulk bitumen \nrates are considered to arrive at rates)\n\nAs Per R.A.No.3 | BI01010001010000000000000515BI0100001122 | 170.37 | M3 |
| 11 | 11 | Item No.11 : Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( over BT Surface) (VG-30 bulk bitumen rates are considered to arrive at rates\n\nAs Per R.A.No.4 | BI01010001010000000000000515BI0100001123 | 2374.75 | M2 |
| 12 | 12 | Item No.12 :Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates)\n\nAs Per R.A.No.5 | BI01010001010000000000000515BI0100001124 | 2374.75 | M2 |
| 13 | 13 | Item No 13 :- Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) | BI01010001010000000000000515BI0100001125 | 194.7 | M3 |
| 14 | 14 | Item No 14:- Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge | BI01010001010000000000000515BI0100001126 | 1 | No. |
| 15 | 15 | Item No.15:- Payement of testing charges if contractor produced authorised results.\nAsphalt Work\nMetal\nA) Gradation | BI01010001010000000000000515BI0100001127 | 4 | No. |
| 16 | 16 | B) Basic test of Aggregate \n\n | BI01010001010000000000000515BI0100001128 | 1 | No. |
| 17 | 17 | Asphalt\n\nA) Basic test of Asphalt | BI01010001010000000000000515BI0100001129 | 1 | No. |
| 18 | 18 | B) Binder content (Extraction) | BI01010001010000000000000515BI0100001130 | 2 | No. |
| 19 | 19 | C) Mix Design BM | BI01010001010000000000000515BI0100001131 | 1 | No. |
AI Tender Summary
Tender Timeline
Jun 29, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJul 13, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 15, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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