Construction Of Slab Drain 0N Chauryamal Kakadheri Road V . R . 159 Km 1/600 Tq . Chikhaldara
Tender Value
8.80 Lakhs
Estimated cost
Bid Submission
25 Mar 2020
0 days left
EMD
9000
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 0N Chauryamal Kakadheri Road V . R . 159 Km 1/600 Tq . Chikhaldara
BOQ
| Name of Work: Construction of Slab Drain 0n Chauryamal Kakadheri Road V.R.159 Km 1/600 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. | BI01010001010000000000000515BI0100001113 | 66.24 | 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. | BI01010001010000000000000515BI0100001114 | 8.658 | Cum |
| 3 | 3 | Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete. | BI01010001010000000000000515BI0100001115 | 10.953 | Cum |
| 4 | 4 | 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) | BI01010001010000000000000515BI0100001116 | 16.893 | Cum |
| 5 | 5 | 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 ofpump)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 (a)Heightupto5M.(With Concrete Mixer)With Natural/VSI standard Artificial Sand | BI01010001010000000000000515BI0100001117 | 54.8756 | Cum |
| 6 | 6 | 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) | BI01010001010000000000000515BI0100001118 | 8.775 | Cum |
| 7 | 7 | Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete. | BI01010001010000000000000515BI0100001119 | 10 | No |
| 8 | 8 | 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. | BI01010001010000000000000515BI0100001120 | 0.658125 | M.T |
| 9 | 9 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. | BI01010001010000000000000515BI0100001121 | 12 | Rmt |
| 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. | BI01010001010000000000000515BI0100001122 | 20.025 | Sqm |
| 11 | 11 | 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) | BI01010001010000000000000515BI0100001123 | 14.334 | Cum |
| 12 | 12 | Supplying soft murum at the road site, including conveying and stacking complete. | BI01010001010000000000000515BI0100001125 | 4.778 | Cum |
| 13 | 13 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete.\nFor Labour Rate | BI01010001010000000000000515BI0100001126 | 8.658 | Cum |
| 14 | 14 | For Supply Rate | BI01010001010000000000000515BI0100001127 | 10.89 | Cum |
| 15 | 15 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . | BI01010001010000000000000515BI0100001128 | 14.334 | Cum |
| 16 | 16 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete | BI01010001010000000000000515BI0100001129 | 21.806 | Cum |
| 17 | 17 | Compacting the sub grade/gravel/oversize metal (100 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete | BI01010001010000000000000515BI0100001130 | 140.76 | 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) | BI01010001010000000000000515BI0100001131 | 6.6564 | Cum |
| 19 | 19 | Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with 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.(VG-30 bulk bitumen rates are considered to arrive at rates) | BI01010001010000000000000515BI0100001132 | 84 | Cum |
| 20 | 20 | Patch repair on already filled pot holes with 20 mm premix carpet and seal coat as per MORTH specification clause 3004.1 and 3004.2 | BI01010001010000000000000515BI0100001133 | 84 | Cum |
| 21 | 21 | 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 | BI01010001010000000000000515BI0100001134 | 1 | No |
| 22 | 22 | Cement\nStandered Consistancy | BI01010001010000000000000515BI0100001135 | 1 | No |
| 23 | 23 | Specific Gravity | BI01010001010000000000000515BI0100001136 | 1 | No |
| 24 | 24 | Soundness | BI01010001010000000000000515BI0100001137 | 1 | No |
| 25 | 25 | Fineness | BI01010001010000000000000515BI0100001138 | 1 | No |
| 26 | 26 | Setting time | BI01010001010000000000000515BI0100001139 | 1 | No |
| 27 | 27 | Sand\nSilt and Clay Content | BI01010001010000000000000515BI0100001140 | 1 | No |
| 28 | 28 | FM | BI01010001010000000000000515BI0100001141 | 1 | No |
| 29 | 29 | Murum(Soft Murum/Hard Murum)\n Liquid limit & plastic limit | BI01010001010000000000000515BI0100001142 | 2 | No |
| 30 | 30 | 40 mm Metal\nGradation /Sieve Analysis | BI01010001010000000000000515BI0100001143 | 1 | No |
| 31 | 31 | Impact Value | BI01010001010000000000000515BI0100001144 | 1 | No |
| 32 | 32 | Water Absorption | BI01010001010000000000000515BI0100001145 | 1 | No |
| 33 | 33 | Flakiness/Elongation | BI01010001010000000000000515BI0100001146 | 1 | No |
| 34 | 34 | C.C.Cube\nCrushing strength C.C. Cube M10 | BI01010001010000000000000515BI0100001147 | 12 | No |
| 35 | 35 | Concrete Mix Design M 25 | BI01010001010000000000000515BI0100001148 | 1 | No |
| 36 | 36 | Steel\n(Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend I Rebend Test, \" ., Proof Stress.) | BI01010001010000000000000515BI0100001149 | 2 | No |
| 37 | 37 | Bitumen\nPenetration | BI01010001010000000000000515BI0100001150 | 1 | No |
| 38 | 38 | Ductality | BI01010001010000000000000515BI0100001151 | 1 | No |
| 39 | 39 | Softining Point | BI01010001010000000000000515BI0100001152 | 1 | No |
| 40 | 40 | Viscosity | BI01010001010000000000000515BI0100001153 | 1 | No |
| 41 | 41 | Bitumen (Extraction/Binder content) | BI01010001010000000000000515BI0100001154 | 2 | No |
| 42 | 42 | Royalti | BI01010001010000000000000515BI0100001155 | 92.4092 | Cum |
AI Tender Summary
Tender Timeline
Mar 19, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 25, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 26, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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