Ministry Of Road Transport And Highways Tender
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Costs
EMD
₹ 20,79,000Document Cost
₹ 30,000Tender Fee
Refer Documents
Summary
Four Laning Of Sangrur Internal Bypass Of City Portion
Description
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Contact
Tender Id
2021_MoRTH_651662_1Bid Award Id
ViewTender No
03Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
Disposal of Excavated Earth with an average lead of 3 km including loading and unloading
4796.72
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Compacting original ground Supporing Sub grade including Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.
12289.2
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Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader 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.
2457.84
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Providing, laying, spreading & compacting clean, crushed, graded stone metal to Wet Mix Macadam prepared in approved mixing Plant to suitable capacity having provision for controlled addition of water and forced/positive mixing arrangement like Pugmill, 225mm thick in suitable two layers of 125/100 mm thick each, with materials conforming to physical requirement laid in Table 400.10 and grading laid in Table 400-11 of M.O.R.T.& H specifications, spreading by a Paver Finisher as per clause 406.3.4 to the required thickness, slopes, grades and rolling with smooth wheel roller ( 80-100KN) for compacted single layer does not exceed 125/100 mm and vibratory roller (80-100 KN ) for layer upto 225mm till density achieved is 98% of maximum dry density in laboratory, checking for any high spot corrected by removal or adding fresh material including cost of tool and plants, template, barriers, lighting arrangement at night, maintenance of diversion, regulation of traffic etc. complete in all respects as poer M.O.R.T.& H specifications clause No 406 as per instructions and to the entire satisfaction of Engineer, Arrangement of quality control and traffic arrangement shall be done as per section 900 and clause 112 of Ministry of Road Transport & Highways (5th revvision 2013) respectively.
3072.3
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Providing & aplying primer coat with Emulsion SS 2 (Bulk) on prepared surface of granular sub base including clearing of road surface and spraying primer at the rate of 0.60 Kg./ Sqm. using mechanical means.
12289.2
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Providing and applying tack coat with bitumen emulsion RS-1 (Bulk) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface before laying of 50mm thick DBM on widening area MCW. complete as per technical clause 503 of MORT&H specifications 5th Revision 2013 complete in all respects
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BEFORE DBM
12289.2
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For black top
33310.2
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BEFORE BC
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Providing and applying tack coat with bitumen emulsion RS1(Bulk) before laying 40mm thick BC as per I:S 8887 with approval of Engineer @ 0.20 Kg. Per Sqm. area over existing surface complete in all respects
33310.2
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Providing and laying of Dense graded Bituminous Macadam (DBM) (Grading-2) in single layer of 50mm compacted thickness in a single course after applying tack coat @ 0.20 Kg. per sqm area over the base previously prepared in accordance with Ministry of Road Transport & Highways specifications (Fifth revision) after mixing the aggregates and bitumen VG=40 @ 4.50% by weight of total mix in a Electronic operated Batch type Hot Mix Plant as per apprved mix and laying the same over black top surface with electronic sensor paver in accordance with clause 505 of Ministry of Road Transport & Highways specifications (Fifth Revision 2013) for Dense Bitumen Macadam patches After spreading of the mix as per Clause 501.5.3, the entire surface during the operations shall be rolled with road roller of 8-10 tonne and then 6-8 tonne smooth wheeled tandem roller (static weight) as per Clause 501.6 and 501.5. Through unit rate for this item includes the cost of aggregate, bitumen, fuel for heating bitumen in a boiler, premixing of stone aggregate and bitumen in a Hot Mix Plant and carriage from hot mix plant to site of work, laying & compaction, templates, barriers, lighting arrangement and sundries etc. and the execution of the work shall confirm to clause 505 of Ministry of Road Trnaport & Highways specifications for Road and Bridge works (upto date revision).
2298.4
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The Dense Bitumen Macadam for the purpose of payments shall be measured in Cubic Metre.
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The contract unit rate for Dense Graded Bituminous Macadam shall be payment in full for carrying out the required opeations as specified. The rate shall include for, all components listed in clause 501.8.8.2 (i) to (xi) of Ministry of Road Transport & Highways specification for Road and Bridge works Fifth Revision ( 2013), Before starting the work the contractor shall propose different percentage of different sizes of coarse and fine aggregates which be intends to mix in order to get required grading.
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Notes:
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1. Apart from the conformity with the grading and quality requirement of individual ingredients, the mix aggregate i.e. stone metal, crushed bajri and fine aggregate for Dense Bitumunous Macadam course (Grading-2) for 50mm thickness shall meet all requirement set forth in Clause 505 of Ministry of Road Transport & Highway Specifications Road & Bridge Works 5th revision 2013).
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2 The final grading for aggregates required forn Dense Bituminous Macadam course (Grading-2) of 50 mm thickness confirming to Table 500-10 of Ministry of Road Trnaport & Highways specificationfor for Road and Bridge works Fifth Reivision ( 2013) shall be determined by the Engineer-in-Charge.
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3. The approved mix shall exhibit the following details, Source and Location of all materials.
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3.1 VG-40 expressed as percentage by weight of total mix.
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3.2 Stone aggreate of 26.5mm guage expressed as a percentage by weight of total mix.
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3.3 Crushed bajri of 11.2mm guage expressed as a percentage by weight of total mix.
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3.4 Fine aggregate expressed as a percentage by weight of total mix.
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3.5 A single definite percentage passing the each sieve for the mix aggregate.
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3.6 Density of Dense Bituminous Macadam in laboratory should not be less than 2.31 gm/cc
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4. The contractor thereafter shall be required to complete the supply of various in-gradients mentioned above from an approved quarry/sources as per norms & condition for Dense Bituminous Macadam course (Grading-2) of 50mm thickness as per proportions.
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5. The contractor, shall start laying work only after achieving the required mixing of temperature of the Mix and same be got duly checked from engineer or his authorized representative.
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Providing & laying Bituminous Concrete of 40mm compacted thickness in a single course after applying tack coat 0.20 kg per sqm area on black top surface over the base previously prepared in accordance with MORT&H specifications (5th Revision 2013), after mixing the aggregates andVG-40 bulk bitumen in electronic operated Batch Type Hot Mix Plant as per approved mix and laying the same with the help of electronic sensor paver as per MORT&H specifications. After spreading of mix as per clause 501.6 & 501.7 entire surface during the operation shall be rolled with road roller 8-10 tonne (smooth wheeled) followed with vibratory road roller of 8-10 tonne static weight, followed by finished rolling with 6 to 8 tonne smooth wheel tendom roller as per Clause Nos. 501.6 and 501.7. The through unit rate for this item include the cost of aggregates, bitumen filler fuel for heating bitumen in a boiler premixing of stone aggregate and bitumen in an electronic operated Batch type Hot Mix Plant and carriage / laying and compaction of premixed materials from Hot Mix Plant to site of work, templates barriers, lighting arrangements & sundries etc. but except cost of tack coat.
1332.41
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The Bitumenious Concrete for the purpose of payment shall be measured in Cubic Metre.
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The contract unit rate shall be all as specified in clause 507-9 except that the rate shall include the provision of bitumen @ 5.40% by weight of total mixure. The variance in actual percentatge of bitumen used will be assessed and payment adjusted up or down accordingly. Befoe starting the work,the contractor shall propose different percentage of different sizes of coarse and fine aggregates which be intends to mix in order to get required grading. The same will be approved by the Engineer in Charge after the toal quantity of bitumen for Bituminous Concrete shall be 5.40% by weight of total mix CRMB-55.
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Notes: -
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1. A part from the confirmity with the grading and quantity requirement of individual ingredients, the mix aggregate i.e. crushed bajri, fine aggregates, filler for bituminous concrete (Grading-2) for 30mm thickness shall meet all requirement set forth in Clause 507 of MORT&H specifications (5th revision 2013).
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2. The final grading for aggregates required for Bituminous Concrete (Grading-2) of 30mm thickness confirming to Table 500-17 of MORT&H specification upto date revision shall be determined by Engineer in Charge after getting Bituminous Concrete (Grading-2) designed from either C.R.R.I., New Delhi or Punjab Engineering College, Chandigarh or Punjab P.W.D.Laboratory, Patiala or any other reputed laboratory approved by Superintending Engineer, Punjab, PWD B&R Branch, after obtaining 60% of the materials for the required grading at plant site. The design mix so finally approved by the Engineer-in-Charge shall be termed as approved Job Mix Formula if it is within permissible limits.
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3. The approved mix shall exhibit the following details, Source and Location of all materials.
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i. Source and Location of all materials.
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ii. Binder VG-40 expressed as percentage by weight of total mix.
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iii. Crushed bajri of 11.2mm/13.2mm guage expressed as a percentage by weight of total mix.
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iv. Fine aggregate expressed as a percentage by weight of total mix.
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v. Filler expressed as a percentage by weight of total mix .
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vi. A single definite percentage passing the each sieve for the mix aggregate.
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vii. Density of Bituminous Concrete in laboratory should not be less than 2.36 gm/cc
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4. The contractor, thereafter, shall be required to complete the supply of various in-gradients from an approved quarry/ sources mentioned above for Bituminous Concrete as per proportions stipulated in the approved Job Mix Formula.
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5. Filler 2% which may be Rock Ash tydrated lime or cement. The limit having not less than 80% calcium carbonate, as filler should be preferred.
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Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per
IRC:35 1997 complete as per technical clause 803 of MORT&H
specifications
1892.46
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RETRO REFLECTORISED TRAFFIC SIGNS
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Logo Boards, Kilometre stone & Traffic sign board etc.
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Providing & fixing retro reflective high intensity micro prismatic Project Sign Boards, Cautionery Boards, Informatory Boards, Deliniators,Cat Eyes etc. at site complete in all respects as per MORT&H clause 801
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Speed Limit Board(600mm dia
4
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Cautionary Board (900x900x900mm)
4
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Informatory Board (1200x900mm)
4
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Informatory Board (1200x1800mm)
4
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Place Identification sign board 900x600mm rectangular as per IRC 67-2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm thick aluminium sheet with 25x25x3mm angle iron frame supported on two mild steel angle iron post 65x65x6mm firmly fixed to ground in foundation concrete 1:2:4 of size 0.45x0.45x0.60m for vertical post complete as per technical clause 801 of MORT&H specifications
10
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Cautionary sign board 600x600x600mm triangular as per IRC 67- 2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm thick aluminium sheet with 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground infoundation concrete 1:2:4 of size 0.45x0.45x0.60m for vertical post complete as per technical clause 801 of MORT&H specifications
24
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Providing and fixing road stud moulding double shank Cat Eyes (on Curve & Junction only) at 5 meter intervals
924
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Supplying and installation of delineators (Roadway indicators) not less than 800mm high above ground level. The delineator shall have a core and shell construction which shall be made of tough, high impact resistant, injection-moulded, thermoplastic outer body. The inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm. The delineator should have top retro-reflective unit consisting of white colour micro prismatic non-metallic retro-reflective sheeting on both sides having a minimum exposed area of 125 cm2 each side and bottom retro-reflective unit consisting of red colour micro prismatic non-metallic retro-reflective sheeting on both sides having minimum exposed area of 35 cm2 each side confirming to ASTM D4956 type XI standards. The delineators shall be fixed to the ground by inserting the root of the delineator up to the marked portion and by firm concrete filling as per the instructions by engineer in- charge.
184
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Providing and Fixing of Flexible Median Markers as per IRC 79:2019 which shall be made of combination of tough, high impact resistant molded thermoplastic body along with florescent yellow color retro-reflective type XI sheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Type XI Florescent Yellow sheeting as per IRC 67 2012 and ASTM D4956-height of minimum 180 mm, body thickness of 30mm. The retro-reflective sheeting shall be onboth sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting etc complete as per Specification
1540
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Supplying andFixxing Glow Solar studs of size 100mm x 20 mm made of heavy body shall be mulded ASA
100
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Construction of Median
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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth complete as per MORT&H specifications 5th Revision 2013 complete in all respects
637.56
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Earth filling under floors with surplus soil containing more than 40% gravel or kankar excavated from foundation & taken only from outside the building plinth in 15 cm layers including ramming watering and consolidation complete in all respects as per MORT&H specifications 5th Revision 2013 complete in all respects
661.12
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Cement concrete 1:4:8 including concrete mixture, generator and vibrator complete with stone ballast 20mm gauge as per MORT&H specifications 5th Revision 2013 complete in all respects .
93.56
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Providing and Laying Out Door precast designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed thickness having top layer of white cement mixed cement mortar 1:3 (1 ordinary cement: 3 finesand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer-in-charge.
2310
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Plain cement concrete M-20 grade precast kerb 250mm high with bottom width 165mm and top width 115mm fixed in position on earth base including carriage to site of work complete as per technical clause 408 of MORT&H specifications
6388
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Providing 12.5mm thick cement plaster in cement mortar 1:4 on brick work complete in all respects as per MORT&H specification 5th Revision 2013 complete in all respects.
1617
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P/Fixing Tube section MS Grill Etc complete .
2310
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Providing and Laying PCC 1:2:4 for Grouting MS grill Complete in all respect
48.88
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Preparation of plastered surfaces for distempering including surface, applying filling with approved quality filler consisting of plaster of paris and chalk mitti including finishing the surface to the required finish complete in all respects
2679.6
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Applying Painting of two coat with synthetic enamel paint Inc. primer coat on new plastered, concrete surface.
5362.18
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Hard Shouldering with 80 mm inter locking paver block
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Excavation of foundation for structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material
4276.67
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Preparation of Sub grade including, Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.
15490.7
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Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader 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.
2323.61
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Providing & fixing of 80mm thick factory-made cement concrete inter-locking paver blocks of M-40 grade rubber moulded smooth finish with strong vibratory process and of approved size and design / shape laid complete in all respects as per directions of Engineer-in- charge.
6930
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Providing and laying of special type Colured and Decortive 80 mm interlocking paver blocks along the Sangrur city internal road from Fountain chowk to Mehlan chowk for development of parking area As per the direction of Engineer in charge .
8560.73
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Construction of 5 ft Slab type Culvert
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Earth work in excavation in foundations, trenches, etc. in all kinds of soil where pick jumper work is not involved and not exeeding 2.0 Mtr. Depth including dressing of bottoms and sides of trenches, stacking
36.58
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Cement concrete 1:4:8 including concrete mixture, generator and vibrator complete with stone ballast 20mm gauge as per MORT&H specifications 5th Revision 2013 complete in all respects .
7.41
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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth complete as per MORT&H specifications 5th Revision 2013 complete in all respects
30.7
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Reinforced cement concrete 1:1-1/2:3 (M-20) for slab excluding the cost of reinforcement but including the cost of centering shuttering & laid in position complete in all respects. Extra cost for using mechanical mixer and vibrator
3.68
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Cold twisted deformed (ribbed/tor steel) Bars, for RCC works where not included in the complete rate at RCC including bending, binding, and placing in position complete
4.42
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Plain cement concrete 1::2::4 Complete as per dawing and techniacal specification
1.96
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Plastering with cement mortar (1:5) on brick work in sub-structure as per Technical Specifications
18.87
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CONSTRUCTION OF SIDE DRAIN SIZE 0.60 Mx 1.00 M Wiith Cement conc 1:4:8 .230mm thick brick wall including wall cement plaster and 150mm thick top slab and 50 mm concrete in flooring etc complete.
1333.48
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