Construction Of Mindor Bridge On Rangubeli Dhokda Kinikheda Road Vr-47 At Ch 3/300 Tq . Chikhaldara
Tender Value
17.11 Lakhs
Estimated cost
Bid Submission
08 Feb 2020
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
1120
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
CHIKHALDARA → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Mindor Bridge On Rangubeli Dhokda Kinikheda Road Vr-47 At Ch 3/300 Tq . Chikhaldara
BOQ
| Name of Work: Construction of Mindor Bridge on Rangubeli Dhokda Kinikheda Road VR-47 at Ch 3/300 Tq.Chikhaldara | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation for foundation by mechanical means in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.\n(SSR 19-20 Item No.12.02) BR.3 Page No. 102 | BI01010001010000000000000515BI0100001113 | 14.62 | Cum |
| 2 | 2 | Excavation for foundation by mechanical means in hard murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.\n(SSR 19-20 Item No.12.04) BR.3 Page No. 102 | BI01010001010000000000000515BI0100001114 | 14.86 | Cum |
| 3 | 3 | Excavation for foundation by mechanical means in hard murum and boulders including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.\n(SSR 19-20 Item No.12.06) BR.3 Page No. 102\nLift upto 1.50 mt | BI01010001010000000000000515BI0100001115 | 19.8 | Cum |
| 4 | 4 | Excavation for foundation by mechanical means in soft rock including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.\n(SSR 19-20 Item No.12.08) BR.3 Page No. 102\n1.50 to 3.00 m | BI01010001010000000000000515BI0100001116 | 32.44 | Cum |
| 5 | 5 | Excavation for foundation in hard rock by blasting including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.\n(SSR 19-20 Item No.12.09) BR.3 Page No. 102 | BI01010001010000000000000515BI0100001117 | 21.62 | Cum |
| 6 | 6 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)\n(SSR 19-20 Item No.12.22) BR 4 Page No 104.105 | BI01010001010000000000000515BI0100001118 | 20.9 | BHP |
| 7 | 7 | Providing and laying in situ / ready mix cement concrete of M10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)) with SCADA with Natural / VSI standard Artificial Sand)\n(SSR 19-20 Item No.11.02) CD.-3 Page.No. 160 | BI01010001010000000000000515BI0100001119 | 22.06 | Cum |
| 8 | 8 | Providing and laying in situ / ready mix 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 \ni) M-15\n(SSR 19-20 Item No.17.38) MORT&H (5th Rev.) 1700, 2204 | BI01010001010000000000000515BI0100001120 | 62.83 | Cu.M. |
| 9 | 9 | Providing and laying in situ / ready mix controlled M-20 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) \nWith reversible drum type mixer/ concrete batch mix plant (pan mixer) . with Natural / VSI standard Artificial Sand \n(SSR 19-20 Item No.17.52) MORT&H(5th Rev.) 1700, 2205, 2304 | BI01010001010000000000000515BI0100001121 | 2.84 | Cu.M. |
| 10 | 10 | Providing and laying in situ / ready mix M25 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (height up to 4 meter with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand)\n(SSR 19-20 Item No.14.15) BR.38(b and c) Page No. 135 and B. 7, Page No.38 | BI01010001010000000000000515BI0100001122 | 29.1 | Cum |
| 11 | 11 | Providing and laying in situ / ready mix M20 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand)\n(SSR 19-20 Item No.14.44) BR.50 Page No. 143 and B. 7, Page No.38 | BI01010001010000000000000515BI0100001123 | 3.49 | Cum |
| 12 | 12 | Providing and laying in situ M-20 cement concrete of trap / granite / quartzite / gneiss metal for wearing course 8 cm. thick including compacting, finishing, in C.M. 1:3 proportion curing and filling joints with bitumen complete. (Excluding\nreinforcement) Spec.No: D.15 / Page No.168 / I.S.456 (2000)\n(CSR item No.10, Page No.157) | BI01010001010000000000000515BI0100001125 | 3.32 | Cum |
| 13 | 13 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. \n(SSR 19-20 Item No.14.01) BR.35 Page No. 134 | BI01010001010000000000000515BI0100001126 | 3.91 | MT |
| 14 | 14 | Providing weep holes in brick masonry /plain /reinforced concrete abutment, wing wall / return wall with 100mm diameter AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face as per drawings and technical specifications etc. complete.\n0(SSR 19-20 Item No.12.69) MORT and H -2700 and 2200 | BI01010001010000000000000515BI0100001127 | 45 | Rmt |
| 15 | 15 | Providing tar paper bearing including laying in proper position etc. complete.\n(SSR 19-20 Item No.13.02) \nAs directed by Engineer in charge | BI01010001010000000000000515BI0100001128 | 5.68 | Sqm |
| 16 | 16 | Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.\n(SSR 19-20 Item No.14.33) BR.43 Page No. 138 | BI01010001010000000000000515BI0100001129 | 6.87 | Sqm |
| 17 | 17 | Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.\n(SSR 19-20 Item No.14.88) As directed by Engineer in charge | BI01010001010000000000000515BI0100001130 | 15.6 | Sqm |
| 18 | 18 | 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 | BI01010001010000000000000515BI0100001131 | 16.04 | Cum |
| 19 | 19 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications etc. complete. (by stone/boulder)\n(SSR 19-20 Item No.14.72) MORT and H-2500 | BI01010001010000000000000515BI0100001132 | 2.07 | Cum |
| 20 | 20 | Excavation for roadway in hard 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. By Mechanical Means.\n(SSR 19-20 Item No.2.13) MORTH 309 | BI01010001010000000000000515BI0100001133 | 364 | Cum |
| 21 | 21 | 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.\n(SSR 19-20 Item No.2.23) MORTH 404 | BI01010001010000000000000515BI0100001134 | 57.6 | Cum |
| 22 | 22 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete.\n(SSR 19-20 Item No.2.29) MORTH 402 | BI01010001010000000000000515BI0100001135 | 9.24 | Cum |
| 23 | 23 | Spreading gravel / sand / soft murum /avilable murum over rubble soling /W.B.M.surface blanketing berms etc.complete. \n(NEW CSR item No.27, Page No.) Spec.No.: Rd.28/Page No.205 | BI01010001010000000000000515BI0100001136 | 9.24 | Cum |
| 24 | 24 | Compacting the hard murum / kankar for all widths (200 mm. loose) with static roller including necessary artificial watering complete. \n(NEW CSR item No.30, Page No.) Rd.38/Page No.210 | BI01010001010000000000000515BI0100001137 | 33.62 | Sqm |
| 25 | 25 | Supplying trap /granite /quartzite / gneiss stone metal of required size by bringing the boulders at the road side breaking them to required gradation including conveying the boulders and stacking the broken metal etc. complete. (Prior approval of sample stack of broken metal by the Ex.Engineer is necessary, the date of approval will form part of the measurements) (For Diversion only)\n(NEW CSR item No.23, Page No.) Rd.19,20,21,22/Page No. 197 to 201 \na. By Breaking rubble obtained by blasting \nI. 80 mm metal | BI01010001010000000000000515BI0100001138 | 6.72 | Cum |
| 26 | 26 | Spreading 80 mm metal including sectioning complete. \n(NEW CSR item No.25, Page No.) Rd.29/Page No.205 | BI01010001010000000000000515BI0100001139 | 6.72 | Cum |
| 27 | 27 | Compacting the gravel/ oversize metal (200 mm loose) layers for all widths with static roller including necessary, labour, materials and artificial watering complete.\n(NEW CSR item No.28, Page No.) Rd.32/Page No.205 | BI01010001010000000000000515BI0100001140 | 33.62 | Sqm |
| 28 | 28 | Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt)\n(SSR 19-20 Item No.11.25) CD.20 Page.No. 169 | BI01010001010000000000000515BI0100001141 | 3.74 | Cum |
| 29 | 29 | Providing steel anchor dowel bars of 32 mm diameter and 4 m length at the base of the well including drilling holes of 60 mm diameter up to 2.5 m depth in rock, placing the dowels in position and effectively grouting the holes with CM 1:1 etc. complete. | BI01010001010000000000000515BI0100001142 | 10 | No |
| 30 | 30 | 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 | BI01010001010000000000000515BI0100001143 | 1 | No |
| 31 | 31 | CEMENT\nStandard Consistancy | BI01010001010000000000000515BI0100001144 | 1 | No |
| 32 | 32 | Fineness | BI01010001010000000000000515BI0100001145 | 1 | No |
| 33 | 33 | Specific Gravity | BI01010001010000000000000515BI0100001146 | 1 | No |
| 34 | 34 | Initial Setting Time, Final Setting Time | BI01010001010000000000000515BI0100001147 | 1 | No |
| 35 | 35 | Compressive Strength | BI01010001010000000000000515BI0100001148 | 1 | No |
| 36 | 36 | Soundness by Lechatelier Apparatus | BI01010001010000000000000515BI0100001149 | 1 | No |
| 37 | 37 | Aggregate\nWater Absorption | BI01010001010000000000000515BI0100001150 | 3 | No |
| 38 | 38 | Impact Value | BI01010001010000000000000515BI0100001151 | 3 | No |
| 39 | 39 | Gradation (Sieve Analysis) | BI01010001010000000000000515BI0100001152 | 3 | No |
| 40 | 40 | Flakiness Index & Elongation Index | BI01010001010000000000000515BI0100001153 | 3 | No |
| 41 | 41 | Mix Design\nConcrete Mix Design M-25 | BI01010001010000000000000515BI0100001154 | 1 | No |
| 42 | 42 | Sand\nFineness Modulus (Sieve Analysis) | BI01010001010000000000000515BI0100001155 | 1 | No |
| 43 | 43 | Silt and Clay Content | BI01010001010000000000000515BI0100001156 | 1 | No |
| 44 | 44 | Concrete\nCompressive Strength of C.C. cube (set of 3 cubes) | BI01010001010000000000000515BI0100001157 | 13 | No |
| 45 | 45 | Rubble\nWater Absorbtion | BI01010001010000000000000515BI0100001158 | 1 | No |
| 46 | 46 | Impact Value | BI01010001010000000000000515BI0100001159 | 1 | No |
| 47 | 47 | Soft Murum\nLiquid limit & plastic limit | BI01010001010000000000000515BI0100001160 | 1 | No |
| 48 | 48 | Steel\nTensile Strength, Elongation, Yield Stress, Weight Per Meter, Bend / Rebend Test, Proof Stress | BI01010001010000000000000515BI0100001161 | 5 | No |
| 49 | 49 | Royalty Charges | BI01010001010000000000000515BI0100001162 | 103.23 | Cum |
AI Tender Summary
Tender Timeline
Feb 01, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 08, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 10, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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