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Upgradation/Improvement Of Rongram Rongrenggre Darugre Rrd Road, RRD Road-Meghalaya

Meghalaya Infrastructure Development Finance Corporation Ltd has published Upgradation/Improvement Of Rongram Rongrenggre Darugre Rrd Road. Submission Date for this Tender is 20-07-2020. Road Work Tenders in RRD Road Meghalaya. Bidders can get complete Tender details and download the document.




Tender Notice

23807064
Corrigendum : Upgradation/Improvement Of Rongram Rongrenggre Darugre Rrd Road
Open Tender
Indian
Meghalaya
RRD Road
20-07-2020

Tender Details

Upgradation/Improvement Of Rongram Rongrenggre Darugre Rrd Road

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 24-Mar-2020 Extension of Bid Date 15-04-2020
2 15-Apr-2020 Extension of Bid 2 Date 11-05-2020
3 07-May-2020 Modified BOQ 2 Other 11-05-2020
4 11-May-2020 Extension of Bid 3 Date 05-06-2020
5 03-Jun-2020 Extension of Bid 3A Date 26-06-2020
6 15-Jun-2020 Modified Bidding Document and BOQ Other 26-06-2020
7 24-Jun-2020 Modified Bidding Document and BOQ 2 Other 26-06-2020
8 25-Jun-2020 Extension of Bid 3B Date 10-07-2020
9 10-Jul-2020 Extension of Bid 4 Date 20-07-2020
10 12-Jul-2020 Amendment to Bidding Document Technical Bid 20-07-2020

Key Value

Document Fees
INR 25000 /-
EMD
INR 15538000.0 /-
Tender Value
INR 77.69 Crore /-

BOQ Items

Name of Work: Upgradation/Improvement of Rongram Rongrenggre Darugre Road (L= 40.40 Km)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 GENERAL ITEMS BI01010001010000000000000515BI0100001113
2 1.01 Provide 4x4 WD minimum 120 PS engine power 1(one) No. (Hard top) vehicle with A/C for use by the PIU Engineer including driver, Fuel etc. as per Technical specification............. BI01010001010000000000000515BI0100001114 42 Vehicle Month
3 1.02 Clearing roadside vegetation, brush wood mooli bamboos, overgrown grass, removal of landslides/debries of about 10 cum at a place, restoration of rain cuts, filling potholes with approved hard material and patch repairs with open-graded premix surfacing, 20 mm and temporary restoration work with form of a palasiding with empty bags filled with approved quality earth/sand/moorum/gravel etc. as per technical specification..... BI01010001010000000000000515BI0100001115 960 km-month
4 2 SITE CLEARANCE AND DISMANTLING BI01010001010000000000000515BI0100001116
5 2.01 Clearing and Grubbing Road Land . \n(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)\n BI01010001010000000000000515BI0100001117
6 2.011 By Manual Means:-\nIn area of light jungle BI01010001010000000000000515BI0100001118 12.12 Hect.
7 2.02 Cutting of trees, including cutting of trunks, branches and removal of stumps and stumps of trees cut earlier, roots, stacking of serviceable material with all lifts and upto a lead of 1000 m and earth filling in the depression/pit. BI01010001010000000000000515BI0100001119
8 2.021 ii) Girth from 600mm to 900mm BI01010001010000000000000515BI0100001120 12 Nos.
9 2.03 Dismantling of existing structure of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)\nLime /Cement Concrete\nBy Manual Means BI01010001010000000000000515BI0100001121
10 2.031 B) Cement concrete grade M-15 and M-20 BI01010001010000000000000515BI0100001122 54 Cum
11 2.032 C) Prestressed / Reinforced cement concrete grade M-20 & above BI01010001010000000000000515BI0100001123 108 Cum
12 2.033 Removal of stone Masonry BI01010001010000000000000515BI0100001124 1260 m
13 3 EARTHWORK BI01010001010000000000000515BI0100001125
14 3.01 Excavation in Hilly Area in Any Type of Soil by Mechanical Means Requiring or not Requiring Blasting. BI01010001010000000000000515BI0100001126 114082 Cum
15 3.02 Construction of Embankment with Material Deposited from Roadway Cutting\n(Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) BI01010001010000000000000515BI0100001127 17805.7 Cum
16 3.03 Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) BI01010001010000000000000515BI0100001128 106500 Sqm
17 3.04 Compacting original ground supporting subgrade \n(Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) BI01010001010000000000000515BI0100001129 30077.2 Cum
18 3.05 Construction of Subgrade and Earthen Shoulders \n(Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) BI01010001010000000000000515BI0100001130 60154.3 Cum
19 3.06 Surface Drains in Soil\n(Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of50 metres (average lead 25 metres) BI01010001010000000000000515BI0100001131 865 Rm
20 4 NON BITUMINOUS COURSES BI01010001010000000000000515BI0100001132
21 4.01 Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2)\n(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)\nfor grading- II Material (Rate Ref. to Rate Analysis 1) BI01010001010000000000000515BI0100001133 56621.6 Cum
22 4.02 Wet Mix Macadam\n(Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density..) BI01010001010000000000000515BI0100001134 49026 Cum
23 5 BITUMINOUS COURSES BI01010001010000000000000515BI0100001135
24 5.01 Prime coat \nProviding and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. BI01010001010000000000000515BI0100001136 177548 Sq.m
25 5.02 Tack Coat \nProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. BI01010001010000000000000515BI0100001137 177548 Sq.m
26 5.03 Bituminous Concrete\nProviding and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent with Modified Bitumin of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects\nfor Grading-II (13 mm nominal size) BI01010001010000000000000515BI0100001138 6999.3 Cum
27 5.04 Extra Bitumen Content @ ± 0.1 % Bitumin Content in BC BI01010001010000000000000515BI0100001139 9 Tonne
28 6 CROSS DRAINAGE WORKS BI01010001010000000000000515BI0100001140
29 6.01 Excavation for Structures (Earth work in excavation of foundation of 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.)\nOrdinary soil\nManual Means\nUpto 3 m depth BI01010001010000000000000515BI0100001141 6069.31 Cum
30 6.02 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. BI01010001010000000000000515BI0100001142 136.73 Cum
31 6.03 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications\nI) PCC Grade M15\nCase-I, Using Concrete Mixer BI01010001010000000000000515BI0100001143 4001.73 Cum
32 6.04 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications\nRCC Grade M25\nCase-I, Using Concrete Mixer BI01010001010000000000000515BI0100001144 1152.77 Cum
33 6.05 Providing & fixing in position HYSD (TMT) reinforcement bars in foundations, substructures, box strucutre complete as per drawings and Technical Specifications Section 1600. BI01010001010000000000000515BI0100001145 72.77 MT
34 6.06 Dry rubble Flooring BI01010001010000000000000515BI0100001146 89.3 Cum
35 6.07 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. BI01010001010000000000000515BI0100001147 168.75 Cum
36 6.08 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification\nSandy material BI01010001010000000000000515BI0100001148 720 Cum
37 6.09 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications BI01010001010000000000000515BI0100001149 160 Nos.
38 6.1 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. BI01010001010000000000000515BI0100001150 216 Cum
39 6.11 Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )\nB. 1200 mm dia BI01010001010000000000000515BI0100001151 910 RM
40 6.12 Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications\nRandom Rubble Masonry BI01010001010000000000000515BI0100001152 2775.76 Cum
41 6.13 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\nA. Stone/Boulder BI01010001010000000000000515BI0100001153 523.11 Cum
42 6.14 Providing and laying boulders apron for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.\nA. Boulder laid dry without wire crates. BI01010001010000000000000515BI0100001154 891.07 Cum
43 6.15 Pointing with cement mortar (1:3 ) on brick work in substructure as per\nTechnical specifications BI01010001010000000000000515BI0100001155 2448.32 Sqm.
44 7 DRAINAGE & PROTECTION WORKS BI01010001010000000000000515BI0100001156
45 7.01 Excavation for drain (Earth work in excavation 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 the gaps/ space with surplus excavated material.) BI01010001010000000000000515BI0100001157 5647.03 Cum
46 7.02 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. BI01010001010000000000000515BI0100001158 697.34 Cum
47 7.03 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications\nB) PCC Grade M15 BI01010001010000000000000515BI0100001159 639.9 Cum
48 7.04 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications\nB) PCC Grade M20 BI01010001010000000000000515BI0100001160 469.4 Cum
49 7.05 Plain/Reinforced cement concrete in cc drain cover complete as per drawing and technical specifications\nIV) RCC Grade M20\nCase-I, Using Concrete Mixer BI01010001010000000000000515BI0100001161 104.65 Cum
50 7.06 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications BI01010001010000000000000515BI0100001162 4476 No.
51 7.07 Providing & fixing in position HYSD (TMT) reinforcement bars in foundations, substructures, box strucutre complete as per drawings and Technical Specifications Section 1600. BI01010001010000000000000515BI0100001163 13.34 MT
52 7.08 Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification BI01010001010000000000000515BI0100001164 1131.16 Cum
53 7.09 Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications BI01010001010000000000000515BI0100001165 2475 Cum
54 7.1 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. BI01010001010000000000000515BI0100001166 360 Cum
55 8 TRAFFIC SIGNS MARKING AND OTHER ROAD APPURTENANCES BI01010001010000000000000515BI0100001167
56 8.01 Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) BI01010001010000000000000515BI0100001168
57 8.011 i) 5th km stone (Precast) BI01010001010000000000000515BI0100001169 8 Nos.
58 8.012 ii) Ordinary Km stone (Precast) BI01010001010000000000000515BI0100001170 33 Nos.
59 8.013 iii) Hectometer stone (Precast) BI01010001010000000000000515BI0100001171 164 Nos.
60 8.02 Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting) BI01010001010000000000000515BI0100001172 410 Nos.
61 8.03 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) BI01010001010000000000000515BI0100001173
62 8.031 (i) Road Edge Line BI01010001010000000000000515BI0100001174 7961.8 Sq.m
63 8.032 (ii) Pedestrian crossing BI01010001010000000000000515BI0100001175 272.8 Sq.m
64 8.04 Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) BI01010001010000000000000515BI0100001176
65 8.041 b) Cautionary signs\ni) 900 mm Triangular BI01010001010000000000000515BI0100001177 925 Nos.
66 8.042 c) Mandatory signs\niii) 600 mm circular BI01010001010000000000000515BI0100001178 808 Nos.
67 8.043 vii) 90 cm high octagon BI01010001010000000000000515BI0100001179 67 Nos.
68 8.05 Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.) BI01010001010000000000000515BI0100001180 124 Nos.
69 8.06 Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) BI01010001010000000000000515BI0100001181 4.86 Sq.m
70 8.07 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 BI01010001010000000000000515BI0100001182 2000 m
71 8.08 Road Markers/Road Stud with Lense Reflector (Providing and fixing of road\nstud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973). BI01010001010000000000000515BI0100001183 6000 Nos.
72 8.09 Supplying and fixing Chevron sign on outer face of the curve as per IRC specification. BI01010001010000000000000515BI0100001184 833 Nos.
73 9 BUS BAY AND TRUCK LAY BYE BI01010001010000000000000515BI0100001185
74 9.01 Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2)\n(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)\nfor grading- II Material BI01010001010000000000000515BI0100001186 675.4 Cum
75 9.02 Interlocking Concrete Block Pavement\nProviding and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. BI01010001010000000000000515BI0100001187 4400 Sqm
76 9.03 Providing, fitting and fixing mild steel railing complete as per drawing. BI01010001010000000000000515BI0100001188 968 Rm
77 9.04 Excavation for Structures (Earth work in excavation of foundation of 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.) BI01010001010000000000000515BI0100001189 49.76 Cum
78 9.05 Sand Filling in Foundation Trenches as per Drawing & Technical Specification BI01010001010000000000000515BI0100001190 108.7 Cum
79 9.06 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) BI01010001010000000000000515BI0100001191 73.3 Cum
80 9.07 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. BI01010001010000000000000515BI0100001192 22 Cum
81 9.08 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. BI01010001010000000000000515BI0100001193 3.94 MT
82 9.09 Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications BI01010001010000000000000515BI0100001194 16.07 Cum
83 9.1 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per\nTechnical specifications BI01010001010000000000000515BI0100001195 40.25 Sqm
84 10 DAYWORKS BI01010001010000000000000515BI0100001196
85 10.01 Use of Contractor's equipment inclusive of all costs for run time only BI01010001010000000000000515BI0100001197
86 10.02 Cranes 3 Tonnes BI01010001010000000000000515BI0100001198 50 Hours
87 10.03 Dozer D-50-A15 BI01010001010000000000000515BI0100001199 50 Hours
88 10.04 Hydraulic Excavator of 1 cum bucket BI01010001010000000000000515BI0100001200 150 Hours
89 10.05 Tipper - 5 cum BI01010001010000000000000515BI0100001201 500 Hours
90 10.06 Motor Grader 3.35 m blade BI01010001010000000000000515BI0100001202 50 Hours
91 10.07 Generator 33 KVA BI01010001010000000000000515BI0100001203 250 Hours
92 10.08 Concrete Mixer 1 cum BI01010001010000000000000515BI0100001204 250 Hours
93 10.09 Plate compactor BI01010001010000000000000515BI0100001205 250 Hours
94 10.1 Water tank BI01010001010000000000000515BI0100001206 250 Hours
95 10.11 Tractor BI01010001010000000000000515BI0100001207 250 Hours
96 10.12 Supply of Labour including tools and plants BI01010001010000000000000515BI0100001208
97 10.13 Mason / Mistri BI01010001010000000000000515BI0100001209 150 Mandays
98 10.14 Other skill labour / Electrician / Mechanics / Carpenter etc BI01010001010000000000000515BI0100001210 50 Mandays
99 10.15 Unskilled Labour BI01010001010000000000000515BI0100001211 500 Mandays
100 11 ENVIRONMENTAL COST BI01010001010000000000000515BI0100001212
101 11.01 Development of water source Concrete drain and Check dams structures as per drawings and specifications BI01010001010000000000000515BI0100001213 5 Nos.
102 11.02 Compensatory plantation against tree cut BI01010001010000000000000515BI0100001214 500 Nos.
103 11.03 Soil Erosion protection Vegetaed bamboo crib wall BI01010001010000000000000515BI0100001215 3352 RM
104 11.04 Turfing with sods on slope protecton BI01010001010000000000000515BI0100001216 3741 Sqm.
105 11.05 Clearance of Landslide upto 1000m distance BI01010001010000000000000515BI0100001217 3281 Cum
106 11.06 Disposal of material from location more than 1km to 6km distance BI01010001010000000000000515BI0100001218 3415 Cum
107 12 ROUTINE MAINTANANCE BI01010001010000000000000515BI0100001219
108 12.01 1st Year BI01010001010000000000000515BI0100001220 40.4 km
109 12.02 2nd Year BI01010001010000000000000515BI0100001221 40.4 km
110 12.03 3rd Year BI01010001010000000000000515BI0100001222 40.4 km
111 12.04 4th Year BI01010001010000000000000515BI0100001223 40.4 km
112 12.05 5th Year BI01010001010000000000000515BI0100001224 40.4 km
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