Construction Of Slab Drain On Awagad Kalapandhari Road Vr-105 Km 1/100 Tq . Chikhaldara
Tender Value
13.07 Lakhs
Estimated cost
Bid Submission
04 May 2020
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
560
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 Slab Drain On Awagad Kalapandhari Road Vr-105 Km 1/100 Tq . Chikhaldara
BOQ
| Name of Work: Construction of Slab Drain On Awagad Kalapandhari Road VR-105 Km 1/100 Tq.Chikhaldara | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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 18-19 Item No.12.02) BR.3 Page No. 102\na) Upto 1.50m lift Normal Rate | BI01010001010000000000000515BI0100001113 | 63.6881 | Cum |
| 2 | 2 | Excavation for foundation in hard murum & boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. \n(SSR 18-19 Item No.12.04) BR.3 Page No. 102\nb) 1.50m to 3.00m lift, Add 10% | BI01010001010000000000000515BI0100001114 | 8.65723 | Cum |
| 3 | 3 | 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 18-19 Item No.11.02) CD.-3 Page.No. 160 | BI01010001010000000000000515BI0100001115 | 36.1125 | Cum |
| 4 | 4 | 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 \ni) M-15\n(SSR 18-19 Item No.17.38) MORT&H (5th Rev.) 1700, 2204 | BI01010001010000000000000515BI0100001116 | 43.9416 | Cum |
| 5 | 5 | Providing and laying in situ / ready mix M-25 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. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )\ni) Height up to 5 m, normal rate. \nii) Height 5 to 7.50 m, add 5 percent extra over basic rate.\niii) Height 7.50 to 10 m, 7.50 percent extra.\niv) Over 10 m Height, add 10 percent extra for every 2.50m rise.\n(SSR 18-19 Item No.14.15) BR.38(b and c) Page No. 135 and B. 7, Page No.38 | BI01010001010000000000000515BI0100001117 | 8.77504 | Cum |
| 6 | 6 | Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete.\n(SSR 18-19 Item No.11.27) CD.20 Page.No. 169 | BI01010001010000000000000515BI0100001118 | 4 | No |
| 7 | 7 | 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 18-19 Item No.14.01) BR.35 Page No. 134 | BI01010001010000000000000515BI0100001119 | 1.1297 | MT |
| 8 | 8 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.\n(SSR 18-19 Item No.17.37) MORT&H (5th Rev.) 2705, 2706 | BI01010001010000000000000515BI0100001120 | 10.8 | Rmt |
| 9 | 9 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material)\n(SSR 18-19 Item No.12.70) MORT and H 2200 &-710.1.4 of iRC 78 | BI01010001010000000000000515BI0100001121 | 5.04 | Cum |
| 10 | 10 | 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 18-19 Item No.14.88) As directed by Engineer in charge | BI01010001010000000000000515BI0100001122 | 20.025 | Sqm |
| 11 | 11 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete.\n(SSR 18-19 Item No.2.29a) \nFor Supply Rate | BI01010001010000000000000515BI0100001123 | 69.882 | Cum |
| 12 | 12 | For Labour Rate | BI01010001010000000000000515BI0100001125 | 8.66 | Cum |
| 13 | 13 | 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 | BI01010001010000000000000515BI0100001126 | 466.5 | Sqm |
| 14 | 14 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble 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)\na) 80 mm Metal, By breaking Boulders (Hand broken) \n(SSR 18-19 Item No.50.57) As directed by Engineer-in-charge | BI01010001010000000000000515BI0100001127 | 63.78 | Cum |
| 15 | 15 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .\n(SSR 18-19 Item No.50.58) As directed by Engineer-in-charge | BI01010001010000000000000515BI0100001128 | 63.78 | Cum |
| 16 | 16 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete\n(SSR 18-19 Item No.2.30) | BI01010001010000000000000515BI0100001129 | 481.26 | Cum |
| 17 | 17 | Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.\n(SSR 18-19 Item No.50.61) As directed by Engineer-in-charge | BI01010001010000000000000515BI0100001130 | 318.9 | Sqm |
| 18 | 18 | 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 18-19 Item No.11.25) CD.20 Page.No. 169 | BI01010001010000000000000515BI0100001131 | 36.3 | Cum |
| 19 | 19 | 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 18-19 Item No.2.18) MORTH 309 | BI01010001010000000000000515BI0100001132 | 185.32 | Cum |
| 20 | 20 | 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 18-19 Item No.6.36) MORTH 801 | BI01010001010000000000000515BI0100001133 | 1 | No |
| 21 | 21 | Testing\nCEMENT (Rate as per PMGSY Lab)\nStandard Consistancy | BI01010001010000000000000515BI0100001134 | 1 | No |
| 22 | 22 | Specific Gravity | BI01010001010000000000000515BI0100001135 | 1 | No |
| 23 | 23 | Soundness | BI01010001010000000000000515BI0100001136 | 1 | No |
| 24 | 24 | Fineness (by sieving) | BI01010001010000000000000515BI0100001137 | 1 | No |
| 25 | 25 | Initial Setting Time Final Setting Time | BI01010001010000000000000515BI0100001138 | 1 | No |
| 26 | 26 | Compressive Strength | BI01010001010000000000000515BI0100001139 | 1 | No |
| 27 | 27 | Sand (Rate as per PMGSY Lab)\nFineness Modulus (Sieve Analysis), | BI01010001010000000000000515BI0100001140 | 1 | No |
| 28 | 28 | Silt and Clay Content | BI01010001010000000000000515BI0100001141 | 1 | No |
| 29 | 29 | Metal (Hand Broken and Crusher Metal) (Rate as per PMGSY Lab)\nGradation / Sieve Analysis | BI01010001010000000000000515BI0100001142 | 2 | No |
| 30 | 30 | Impact Value/ Crushing Value | BI01010001010000000000000515BI0100001143 | 2 | No |
| 31 | 31 | Water Absorption | BI01010001010000000000000515BI0100001144 | 2 | No |
| 32 | 32 | Flakiness Index & Elongation Index | BI01010001010000000000000515BI0100001145 | 2 | No |
| 33 | 33 | Murum\nLiquid limit & plastic limit | BI01010001010000000000000515BI0100001146 | 2 | No |
| 34 | 34 | Steel (Rate as per SSR 2019-20)\nTensile Strength, Elongation, Yield Stress, Weight Per Meter, Bend / Rebend Test, Proof Stress | BI01010001010000000000000515BI0100001147 | 3 | No |
| 35 | 35 | C.C. Cube (Rate as per PMGSY Lab)\nCrushing Strength of C.C. M-10 cube | BI01010001010000000000000515BI0100001148 | 4 | No |
| 36 | 36 | Crushing Strength of C.C. M-15 cube | BI01010001010000000000000515BI0100001149 | 4 | No |
| 37 | 37 | Crushing Strength of C.C. M-20 cube | BI01010001010000000000000515BI0100001150 | 4 | No |
| 38 | 38 | Crushing Strength of C.C. M-25 cube | BI01010001010000000000000515BI0100001151 | 2 | No |
| 39 | 39 | Concrete Mix Design M-30 | BI01010001010000000000000515BI0100001152 | 1 | No |
| 40 | 40 | Royalty Charges | BI01010001010000000000000515BI0100001153 | 217.42 | Cum |
AI Tender Summary
Tender Timeline
Apr 20, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMay 04, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 05, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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