Construction Of Cement Concrete Road On Manewada Besa Ghogali Pewatha Banwadi Navarmari Mangrul Tumadi Road ( Mdr-46 ) Km . 3/600 To 6/400 ( Actual 3/500 To 5/500 Length-2000 Mt . ) In Tahasil And Distt . Nagpur
Tender Value
12.10 Crore
Estimated cost
Bid Submission
24 Aug 2019
0 days left
EMD
6.06 Lakhs
Bank guarantee accepted
Document Fee
3360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Tahasil and Distt.Nagpur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Cement Concrete Road On Manewada Besa Ghogali Pewatha Banwadi Navarmari Mangrul Tumadi Road ( Mdr-46 ) Km . 3/600 To 6/400 ( Actual 3/500 To 5/500 Length-2000 Mt . ) In Tahasil And Distt . Nagpur
BOQ
| Name of Work:CONSTRUCTION OF CEMENT CONCRETE ROAD ON MANEWADA BESA GHOGALI PEWATHA BANWADI NAVARMARI MANGRUL TUMADI ROAD (MDR-46) KM 3/600 TO 6/400 ( ACTUAL 3/500 TO 5/500- LENGTH-2000 MT ) IN TAH. & DISTT. NAGPUR… | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Laying | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . | BI01010001010000000000000515BI0100001113 | 18000 | One Square Metre |
| 3 | 2 | Dismantling of existing B.T. Surface (flexible Pavement) to a depth of 50 mm.by cold milling with Writgen or similar type machine including loading of dismantled material by automatic conveyor belt to transport vehicle at site excluding lead charges | BI01010001010000000000000515BI0100001114 | 9900 | One Square Metre |
| 4 | 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. | BI01010001010000000000000515BI0100001115 | 5400 | One Cubic Metre |
| 5 | 4 | Providing earth work in embankment with approved materials obtained from departmental land or 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 and section, watering and compaction with Power roller to achieve not less than 97 % of standard proctor density etc. complete | BI01010001010000000000000515BI0100001116 | 3510 | One Cubic Metre |
| 6 | 5 | 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. | BI01010001010000000000000515BI0100001117 | 4050 | One Cubic Metre |
| 7 | 6 | Transportation of unsuitable material including necessary excavation/ loosing including loading, unloading and conveying and disposing as directed beyond free lead 50m and up to 1.00 km including royalty charges | BI01010001010000000000000515BI0100001118 | 5603 | One Cubic Metre |
| 8 | 7 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material | BI01010001010000000000000515BI0100001119 | 2340 | One Cubic Metre |
| 9 | 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller with compaction analyzer and V-Sat attachment. to the required density. Grading I (Using Screening Type A (13.2) mm Aggregate) | BI01010001010000000000000515BI0100001120 | 1102.5 | One Cubic Metre |
| 10 | 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate) | BI01010001010000000000000515BI0100001121 | 1091.3 | One Cubic Metre |
| 11 | 10 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. | BI01010001010000000000000515BI0100001122 | 1305 | One Cubic Meter |
| 12 | 11 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. | BI01010001010000000000000515BI0100001123 | 12600 | One Square Meter |
| 13 | 12 | Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. | BI01010001010000000000000515BI0100001124 | 3717 | One Cubic Meter |
| 14 | 13 | Providing and fixing in position TMT FE 500, 32 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. | BI01010001010000000000000515BI0100001125 | 12336 | One Number |
| 15 | 14 | Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete. | BI01010001010000000000000515BI0100001126 | 6000 | One Number |
| 16 | 15 | Providing and fixing in position ultra voilet stablised UPVC plumbing/ high density polythyelene (HDPE) pipe of approved quality 40 mm dia & 30 cm in length to fit around dowel bars of 32 mm dia At the end of expansion joint fully greased inside the pipe with cotton waste in the pipe and around the dowel bar and the pipe duly capped at and etc. complete | BI01010001010000000000000515BI0100001127 | 12336 | One Number |
| 17 | 16 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. | BI01010001010000000000000515BI0100001128 | 5398 | One Running Meter |
| 18 | 17 | Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide) | BI01010001010000000000000515BI0100001129 | 5398 | One Running Meter |
| 19 | 18 | Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. | BI01010001010000000000000515BI0100001130 | 84 | One Square Metre |
| 20 | 19 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 300mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:1 and curing etc. complete. | BI01010001010000000000000515BI0100001131 | 3310 | One Running Meter |
| 21 | 20 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 800mm diameter in proper line, level and slope etc complete | BI01010001010000000000000515BI0100001132 | 150 | One Running Meter |
| 22 | 21 | Providing and constructing Brick Masonry inspection Chamber 90cm x 45cm including 1:4:8 C.C foundation, 1:2:4 C.C.channels/half round glazed stoneware pipe channel, salt glazed stone-ware intercepting trap with rodding pipe set in 1:4:8 cement concrete block, brick masonry plastering inside and Outside, with C.I. lead cover of 75 kg with frame fixed in cement concrete. | BI01010001010000000000000515BI0100001133 | 60 | One Number |
| 23 | 22 | Providing and laying chequered tiles of approved quality of size 30 cm x 30 cm, confirming to corresponding I.S. for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning curing etc. complete. | BI01010001010000000000000515BI0100001134 | 3360 | One Square Metre |
| 24 | 23 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | BI01010001010000000000000515BI0100001135 | 13455 | One Cubic Metre |
| 25 | 24 | Spreading hard murum for side width etc. complete | BI01010001010000000000000515BI0100001136 | 13455 | One Cubic Metre |
| 26 | 25 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. | BI01010001010000000000000515BI0100001137 | 18300 | One Square Metre |
| 27 | 26 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete. | BI01010001010000000000000515BI0100001138 | 10210 | One Square Metre |
| 28 | 27 | Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W \"metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)\" | BI01010001010000000000000515BI0100001139 | 100 | One Running Meter |
| 29 | 28 | Providing Computer Operator for carrying out various skilled works like Typing as directed by Engineer incharge | BI01010001010000000000000515BI0100001140 | 288 | One Day |
| 30 | 29 | Providing Supervisor having qualification ITI/ Diploma in civil engineering having 2 years experience for carrying out various skilled works like supervision at site as directed by Engineer incharge | BI01010001010000000000000515BI0100001141 | 288 | One Day |
| 31 | 30 | 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. | BI01010001010000000000000515BI0100001142 | 5670.6 | One Cubic Metre |
| 32 | 31 | Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including hand packing filling gravel / sand in the voids and compaction etc. complete. | BI01010001010000000000000515BI0100001143 | 665.1 | One Cubic Metre |
| 33 | 32 | 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) | BI01010001010000000000000515BI0100001144 | 2461.2 | One Cubic Metre |
| 34 | 33 | Providing and laying in situ / ready mix M20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand, cement 6.40 bags/cumt) | BI01010001010000000000000515BI0100001145 | 504 | One Cubic Metre |
| 35 | 34 | Providing and laying in situ / ready mix M-20 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 )i) Height up to 5 m, normal rate. | BI01010001010000000000000515BI0100001146 | 420 | One Cubic Metre |
| 36 | 35 | Providing cast in situ / ready mix M-20 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 (pan mixer) with SCADA with Natural / VSI standard Artificial Sand, cement BAg 4.05 /cum | BI01010001010000000000000515BI0100001147 | 1093.2 | One Cubic Metre |
| 37 | 36 | Providing and filling in the foundation with sand of approved quality including watering, compacting etc. complete. (To be executed with prior approval of Superintending Engineer) | BI01010001010000000000000515BI0100001148 | 840 | One Cubic Metre |
| 38 | 37 | Providing weep holes in brick masonry /plain /reinforced concrete abutment, wing wall / return wall with 100mm diameter PVC pipe as per drawing and technical specification etc complete. | BI01010001010000000000000515BI0100001149 | 140.1 | One Running Meter |
| 39 | 38 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. | BI01010001010000000000000515BI0100001150 | 92 | One Metric Tonne |
| 40 | 39 | Providing transport arrangement for inspection of sites under P.W. Subdivision (Rural) Nagpur as when required by vehicles like Bolero/Sumo/suv/ with passing of passenger minimum 6+1 with full time driver for inspection of work from office to work site and to office by the same vehicle should be made available on working days , government holidays as and when required. All the arrangement like fuel, salary of driver , insurance of vehicle shall be borne by the contractor . During maintainance period of vehicle, another vehicle should be made available. The copy of paid insurance and vehicle passing, vehicle R.C Book, drivers documents should be submitted with the tender documents … etc complete | BI01010001010000000000000515BI0100001151 | 36000 | One Kilometre |
| 41 | 40 | Add for Royalty charges for sand, hand broken metal, murum etc. | BI01010001010000000000000515BI0100001152 | 19589.5 | One Cubic Metre |
| 42 | 41 | Carrying out Mix Design for GSB from laboratory of PWD or Laboratory approved by Engineer In Charge. | BI01010001010000000000000515BI0100001153 | 1 | One Mix Design |
| 43 | 42 | Carrying out Mix Design for M-40 grade cement Concrete from laboratory of PWD or Laboratory approved by Engineer In Charge. | BI01010001010000000000000515BI0100001154 | 1 | One Mix Design |
| 44 | 43 | Carrying out Test for Grading I & Grading II Aggregate and Rubble in laboratory - Water absorption, Sp.Gavity, Impact value/ Crushing Value | BI01010001010000000000000515BI0100001155 | 14 | One Test |
| 45 | 44 | Carrying out Test for Grading I & Grading II Aggregate and Rubble in laboratory -Sieve Analysis. | BI01010001010000000000000515BI0100001156 | 14 | One Test |
| 46 | 45 | Carrying out test for Grading I & Grading II Aggregate and Rubble in laboratory - Abrasion Value | BI01010001010000000000000515BI0100001157 | 14 | One Test |
| 47 | 46 | Carrying out test for Grading I & Grading II Aggregate and Rubble in laboratory - Flakiness Index & Elongation Index | BI01010001010000000000000515BI0100001158 | 14 | One Test |
| 48 | 47 | Carrying out test for Grading I & Grading II Aggregate and Rubble in laboratory - Soundness | BI01010001010000000000000515BI0100001159 | 14 | One Test |
| 49 | 48 | Carrying out Test for Cement in laboratory - Standard Consistancy, Fineness,Specific Gravity, Initial & Final setting time, Compressive strength, Soundness. | BI01010001010000000000000515BI0100001160 | 41 | One Test |
| 50 | 49 | Carrying out Test for C.C. Cube in laboratory - Compressive Strength of C.C. Cubes. | BI01010001010000000000000515BI0100001161 | 47 | One Test |
| 51 | 50 | Carrying out Test for Concrete Paving Block in laboratory - Compressive Strength, Water absorption | BI01010001010000000000000515BI0100001162 | 10 | One Test |
| 52 | 51 | Carrying out Test for Murum in laboratory - Plasticity Index (P.I.Value) | BI01010001010000000000000515BI0100001163 | 6 | One Test |
| 53 | 52 | Carrying out Test for Murum in laboratory - Gradation (Sieve Analysis) | BI01010001010000000000000515BI0100001164 | 6 | One Test |
| 54 | 53 | Carrying out Test for Murum in laboratory - Compaction Test (Proctors Density) | BI01010001010000000000000515BI0100001165 | 4 | One Test |
| 55 | 54 | Carrying out Test for Sand in laboratory - Fineness modulus (Sieve Analysis) Silt & Clay Content | BI01010001010000000000000515BI0100001166 | 2 | One Test |
| 56 | 55 | Carrying out Test for chequred Tiles in laboratory - Water absorption, Flexural Test (set of six tiles) | BI01010001010000000000000515BI0100001167 | 5 | One Test |
| 57 | 56 | Carrying out Test for Steel in laboratory - Tensile strength, % Elongation, Yield Stress, Weighr per meter, Bend / Rebend Test, Proof stress up to 16mm | BI01010001010000000000000515BI0100001168 | 1 | One Test |
| 58 | 57 | Carrying out Test for Steel in laboratory - Tensile strength, % Elongation, Yield Stress, Weighr per meter, Bend / Rebend Test, Proof stress Above 16 mm | BI01010001010000000000000515BI0100001169 | 1 | One Test |
| 59 | 58 | Carrying out Test for Rubble in laboratory - Crushing value, Compressive Strength, Water absorption | BI01010001010000000000000515BI0100001170 | 2 | One Test |
AI Tender Summary
Tender Timeline
Aug 14, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedAug 24, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 26, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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