Construction Of Khed To Raipur Road ( Including Earthwork And Balnketing ) Vr-148 Km 1/00 To 2/400 Tq . Morshi
Tender Value
21.56 Lakhs
Estimated cost
Bid Submission
05 Mar 2020
0 days left
EMD
22000
Bank guarantee accepted
Document Fee
1120
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
MORSHI → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Khed To Raipur Road ( Including Earthwork And Balnketing ) Vr-148 Km 1/00 To 2/400 Tq . Morshi
BOQ
| Name of Work: Construction of Khed to Raipur Road (Including earthwork and Balnketing) VR-148 Km 1/00 to 2/400 Tq.Morshi | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.\n(SSR 19-20 Item No.2.09) MORTH 201 | BI01010001010000000000000515BI0100001113 | 12320 | Sqm |
| 2 | 2 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.\n(SSR 19-20 Item No.2.18) MORTH 309 | BI01010001010000000000000515BI0100001114 | 2446.35 | Cum |
| 3 | 3 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.\n(SSR 19-20 Item No.2.11) MORTH 301 | BI01010001010000000000000515BI0100001115 | 1172.41 | Cum |
| 4 | 4 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller. | BI01010001010000000000000515BI0100001116 | 3256.88 | Cum |
| 5 | 5 | Providing earth work in embankment with approved materials obtained from departmental land 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 to achieve not less than 97 % of standard proctor density etc. complete.\n(Material obtained from departmental Land)\n(SSR 19-20 Item No.2.27) MORTH 305 | BI01010001010000000000000515BI0100001117 | 304.6 | Cum |
| 6 | 6 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete.\n(SSR 19-20 Item No.2.29a) \nKm-2 | BI01010001010000000000000515BI0100001118 | 860 | Cum |
| 7 | 7 | KM-3 | BI01010001010000000000000515BI0100001119 | 103.2 | Cum |
| 8 | 8 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete\n(SSR 19-20 Item No.2.30) | BI01010001010000000000000515BI0100001120 | 963.2 | Cum |
| 9 | 9 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. | BI01010001010000000000000515BI0100001121 | 4816 | Sqm |
| 10 | 10 | 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 \n(SSR 19-20 Item No.6.36) MORTH 801 | BI01010001010000000000000515BI0100001122 | 1 | No |
| 11 | 11 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.\n(SSR 19-20 Item No.12.02) BR.3 Page No. 102\na) Upto 1.50m lift Normal Rate | BI01010001010000000000000515BI0100001123 | 108.91 | Cum |
| 12 | 12 | Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including hand packing filling gravel / sand in the voids etc. complete.\n(SSR 19-20 Item No.11.01) CD.1 Page.No. 159 | BI01010001010000000000000515BI0100001125 | 16.33 | Cum |
| 13 | 13 | Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )\n(SSR 19-20 Item No.11.02) CD.-3 Page.No. 160 | BI01010001010000000000000515BI0100001126 | 17.04 | Cum |
| 14 | 14 | Providing and laying in situ / ready mix M-15 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of \"V\" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners \na) Height upto 5 M. (With Concrete Mixer)With Natural / VSI standard Artificial Sand \n( A) Depth to 10 m percent extra for rate\n( B ) Depth upto 15 m Add 40 percent extra for rate\n( C ) Depth upto 20 m Add 60 percent extra for rate\n( D ) Depth upto 20 m Add 100 percent extra for rate\ni) M-15\n(SSR 19-20 Item No.17.38) MORT&H (5th Rev.) 1700, 2204 | BI01010001010000000000000515BI0100001127 | 40 | Cum |
| 15 | 15 | Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete.\n(SSR 19-20 Item No.11.27) CD.20 Page.No. 169 | BI01010001010000000000000515BI0100001128 | 8 | No |
| 16 | 16 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 1000mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.\n(SSR 19-20 Item No.11.12) CD.7 Page.No. 162 | BI01010001010000000000000515BI0100001129 | 30 | Rmt |
| 17 | 17 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material)\n(SSR 19-20 Item No.12.70) MORT and H 2200 &-710.1.4 of iRC 78 | BI01010001010000000000000515BI0100001130 | 33.12 | Cum |
| 18 | 18 | Hard & Soft Murum\nLiquid limit & plastic limit | BI01010001010000000000000515BI0100001131 | 5 | No |
| 19 | 19 | Standard Consistancy | BI01010001010000000000000515BI0100001132 | 1 | No |
| 20 | 20 | Fineness | BI01010001010000000000000515BI0100001133 | 1 | No |
| 21 | 21 | Specific Gravity | BI01010001010000000000000515BI0100001134 | 1 | No |
| 22 | 22 | Initial Setting Time, Final Setting Time | BI01010001010000000000000515BI0100001135 | 1 | No |
| 23 | 23 | Compressive Strength | BI01010001010000000000000515BI0100001136 | 1 | No |
| 24 | 24 | Soundness by Lechatelier Apparatus | BI01010001010000000000000515BI0100001137 | 1 | No |
| 25 | 25 | Aggregate\nWater Absorption | BI01010001010000000000000515BI0100001138 | 1 | No |
| 26 | 26 | Impact Value | BI01010001010000000000000515BI0100001139 | 1 | No |
| 27 | 27 | Sieve Analysis | BI01010001010000000000000515BI0100001140 | 1 | No |
| 28 | 28 | Flakiness Index | BI01010001010000000000000515BI0100001141 | 1 | No |
| 29 | 29 | Sand\nFineness Modulus (Sieve Analysis) | BI01010001010000000000000515BI0100001142 | 1 | No |
| 30 | 30 | Silt and Clay Content | BI01010001010000000000000515BI0100001143 | 1 | No |
| 31 | 31 | Concrete\nCompressive Strength C.C. Cube M-10 | BI01010001010000000000000515BI0100001144 | 3 | No |
| 32 | 32 | Compressive Strength C.C. Cube M-15 | BI01010001010000000000000515BI0100001145 | 4 | No |
| 33 | 33 | Rubble\nWater Absorbtion | BI01010001010000000000000515BI0100001146 | 1 | No |
| 34 | 34 | Impact Value | BI01010001010000000000000515BI0100001147 | 1 | No |
| 35 | 35 | Royalty Charges | BI01010001010000000000000515BI0100001148 | 1394.88 | Cum |
AI Tender Summary
Tender Timeline
Feb 20, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 05, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 06, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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