Ministry Of Road Transport And Highways has published Construction Of 4 Lane/ 2 Lane Major / Minor Bridges In The Stretch From Km . 353 . 000 ( Unhale ) To 450 . 000 ( Zarap ) Of Nh-66 ( Erstwhile Nh-17 ) In The State Of Maharashtra Under Nhdp-Iv - Package-Iii ( Balance Works ). Submission Date for this Tender is 03-12-2020. Bridge Work Tenders in Ratnagiri Maharashtra. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 25-Nov-2020 | DATE EXTENDED | Date | 03-12-2020 |
2 | 27-Nov-2020 | Pre-bid clarification and Discussion | Other | 03-12-2020 |
Name of Work: Construction Of 4 Lane/ 2 Lane Major / Minor Bridges In the stretch from Km. 353.000 (Unhale) to 450.000 (Zarap) of NH-66 (Erstwhile NH-17) in the state of Maharashtra under NHDP-IV - Package-III (Balance works) (Balance Work ) | |||||
---|---|---|---|---|---|
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 as necessary and disposing off excavated stuff as directed etc. complete | BI01010001010000000000000515BI0100001112 | ||
2 | 1.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001113 | 10 | Cum |
3 | 2 | Excavation for foundation in hard murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. | BI01010001010000000000000515BI0100001117 | ||
4 | 2.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001118 | 10 | Cum |
5 | 3 | Excavation for foundation in hard murum and boulders including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. | BI01010001010000000000000515BI0100001122 | ||
6 | 3.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001123 | 689.48 | Cum |
7 | 4 | Excavation for foundation in soft rock including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. | BI01010001010000000000000515BI0100001127 | ||
8 | 4.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001128 | 10 | Cum |
9 | 5 | Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. (excluding dewatering) | BI01010001010000000000000515BI0100001132 | ||
10 | 5.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001133 | 154 | Cum |
11 | 6 | Excavation for foundation in laterite rock including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. | BI01010001010000000000000515BI0100001137 | ||
12 | 6.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001138 | 10 | Cum |
13 | 7 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) | BI01010001010000000000000515BI0100001142 | ||
14 | 7.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001143 | 10 | Hour |
15 | 8 | Dewatering for piers/abutments including diversion of stream, providing cofferdams, bunds etc. as may be necessary for foundation and other parts of the work including bailing and pumping out water during and after excavation as may be necessary etc. complete. (excavation, bedding, soling, PCC and concreting in all sorts of soil after post monsoon flow) | BI01010001010000000000000515BI0100001147 | ||
16 | 8.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001148 | 843.48 | Cum |
17 | 9 | Providing and laying PCC in M15 grade levelling course of 100 mm thick below pier/abutment/pile cap / any other structure foundation with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete. | BI01010001010000000000000515BI0100001152 | ||
18 | 9.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001153 | 19.6 | Cum |
19 | 10 | Providing and filling annular space around footing in rock by using concrete of M15 grade etc. complete. | BI01010001010000000000000515BI0100001157 | ||
20 | 10.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001158 | 10 | Cum |
21 | 11 | Providing and laying cast in situ / ready mix M40 RCC for 1200 mm diameter bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement, compaction of concrete and withdrawal of steel shell with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete.with natural sand /VSI quality artifical sand | BI01010001010000000000000515BI0100001162 | ||
22 | 11.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001163 | 10 | Rmt |
23 | 12 | Providing and laying cast in situ / ready mix M45 RCC for 1200 mm diameter bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement, compaction of concrete and withdrawal of steel shell with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete.with natural sand /VSI quality artifical sand | BI01010001010000000000000515BI0100001167 | ||
24 | 12.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001168 | 10 | Rmt |
25 | 13 | Providing, placing and driving in position 6mm/8mm thick permanent MS liner up to required depth with 12 mm thick MS cutting edge of 0.50 meter length of bottom including fabricating, cutting the MS sheet to required diameter and shape, welding the joints and driving with the help of required machineries, all materials, labour and lift etc. complete. | BI01010001010000000000000515BI0100001172 | ||
26 | 13.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001173 | 1 | MT |
27 | 14 | Providing and laying in situ ready mix cement conrete of trp/ granite/quartzite/ gneiss metal of M-30 grade with trap aggregate 20mm nominal size for cast in situ foundation of R.C.C. piers/abutments etc. including provision of V-shaped false joints to form suitable panels on the faces of approved design with compacting by vibrating and curing complete, including plywood / steel formwork centering and including bailing out water and curing, finishing in CM 1:3 etc. complete as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001177 | ||
28 | 14.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001178 | 10 | Cum |
29 | 15 | Providing and laying in situ ready mix cement conrete of trp/ granite/quartzite/ gneiss metal of M-35 grade with trap aggregate 20mm nominal size for cast in situ foundation of R.C.C. piers/abutments etc. including provision of V-shaped false joints to form suitable panels on the faces of approved design with compacting by vibrating and curing complete, including plywood / steel formwork centering and including bailing out water and curing, finishing in CM 1:3 etc. complete as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001182 | ||
30 | 15.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001183 | 10 | Cum |
31 | 16 | Providing and laying M-25 in situ plain cement concrete of of trap / granite / quartzite/ gniess metal for cast in situ RCC piers, abutment, returns, wings etc. including provision of V-Shaped false joint to form suitable pannels on the faces to approve design with compacting by vibrating and curing complete. Including plywood/steel formwork,centering (excluding dewatering by means of pump) and including bailling out water and curing finishing in C.M. 1:3 etc. complete. as director by engineer in-charge. | BI01010001010000000000000515BI0100001187 | ||
32 | 16.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001188 | 10 | Cum |
33 | 17 | Providing and laying M-30 in situ plain cement concrete of of trap / granite / quartzite/ gniess metal for cast in situ RCC piers, abutment, returns, wings,caps over piers and abutments, dirt walls etc. including provision of V-Shaped false joint to form suitable pannels on the faces to approve design with compacting by vibrating and curing complete. Including plywood/steel formwork,centering (excluding dewatering by means of pump) and including bailling out water and curing finishing in C.M. 1:3 etc. complete. as director by engineer in-charge. | BI01010001010000000000000515BI0100001192 | ||
34 | 17.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001193 | 1233.47 | Cum |
35 | 18 | Providing and laying in situ ready mix cement conrete of trp/ granite/quartzite/ gneiss metal of M-35 grade with trap aggregate 20mm nominal size for cast in situ R.C.C. solid piers, abutments,caps over piers and abutments, dirt walls etc. including provision of V-shaped false joints to form suitable panels on the faces of approved design with compacting by vibrating and curing complete, including plywood / steel formwork centering and including bailing out water and curing, finishing in CM 1:3 etc. complete as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001197 | ||
36 | 18.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001198 | 110.6 | Cum |
37 | 19 | Providing and laying in situ ready mix cement conrete of trp/ granite/quartzite/ gneiss metal of M-40 grade with trap aggregate 20mm nominal size for cast in situ R.C.C. solid piers, abutments,caps over piers and abutments, dirt walls etc. including provision of V-shaped false joints to form suitable panels on the faces of approved design with compacting by vibrating and curing complete, including plywood / steel formwork centering and including bailing out water and curing, finishing in CM 1:3 etc. complete as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001202 | ||
38 | 19.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001203 | 10 | Cum |
39 | 20 | Providing and laying in situ ready mix M-30 R.C.C. of trap /granite /quartzite /gneiss metal for RCC work, of ballast walls, kerbs, box returns etc. including scaffolding, compaction, formwork finishing and curing complete. (excluding reinforcement) With Fully Automatic Micro Processor based PLC Concrete Batch Mix Plant (PAN Mixer).With natural sand. | BI01010001010000000000000515BI0100001207 | ||
40 | 20.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001208 | 91.95 | Cum |
41 | 21 | Providing and laying in situ controlled ready mix cement concrete M-35 of trap metal for reinforced cement concrete Pedestal over pier and abutments, caps including necessary scaffloding formwork compacting by vibrating finishing and curing etc. complete (excluding reinforcement) | BI01010001010000000000000515BI0100001212 | ||
42 | 21.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001213 | 10 | Cum |
43 | 22 | Providing and laying in situ controlled ready mix cement concrete M-40 of trap metal for reinforced cement concrete Pedestal over pier and abutments, caps including necessary scaffloding formwork compacting by vibrating finishing and curing etc. complete (excluding reinforcement) | BI01010001010000000000000515BI0100001217 | ||
44 | 22.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001218 | 11.92 | Cum |
45 | 23 | Providing and laying in situ / ready mix M30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in main/ cross girders, diaphrams 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 with Natural / VSI standard Artificial Sand) | BI01010001010000000000000515BI0100001222 | ||
46 | 23.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001223 | 10 | Cum |
47 | 24 | Providing and casting special grade M35 controlled cement concrete for prestressed concrete work for main girder including slab, cross girder ect. Including necessary plant and machinery for the job shuttering, vibrating, curing, finishing etc. complete. (fully automatic microprocessor based PLC with SCADA enabled concrete batch mix plant or pan mixer with natural/VSI standard artificial sand) | BI01010001010000000000000515BI0100001227 | ||
48 | 24.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001228 | 10 | Cum |
49 | 25 | Providing and casting special grade M40 controlled cement concrete for prestressed concrete work for main girder including slab, cross girder ect. Including necessary plant and machinery for the job shuttering, vibrating, curing, finishing etc. complete. (fully automatic microprocessor based PLC with SCADA enabled concrete batch mix plant or pan mixer with natural/VSI standard artificial sand) | BI01010001010000000000000515BI0100001232 | ||
50 | 25.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001233 | 1426.14 | Cum |
51 | 26 | Providing and casting special grade M45 controlled cement concrete for prestressed concrete work for main girder including slab, cross girder ect. Including necessary plant and machinery for the job shuttering, vibrating, curing, finishing etc. complete. (fully automatic microprocessor based PLC with SCADA enabled concrete batch mix plant or pan mixer with natural/VSI standard artificial sand) | BI01010001010000000000000515BI0100001237 | ||
52 | 26.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001238 | 10 | Cum |
53 | 27 | Providing and laying M-35 in situ cement concrete of trap /granite/quartzite/gneiss metal for R.C.C. work including ramming, vibrating, finishing and curing complete in Anticrash Barrier etc. including plywood/steel formwork, centering and finishing in cement plaster (Excluding H.Y.S.D. reinforcement) | BI01010001010000000000000515BI0100001242 | ||
54 | 27.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001243 | 164.28 | Cum |
55 | 28 | Providing weep holes in brick masonry /plain /reinforced concrete abutment, wing wall / return wall with 100mm diameter AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face as per drawings and technical specifications etc. complete. | BI01010001010000000000000515BI0100001247 | ||
56 | 28.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001248 | 262.4 | Rmt |
57 | 29 | Supplying, fitting and fixing in position true to line and level elastomeric bearing including all accessories as per drawing and technical specifications and IRC:83 (Pt-II) section IX and clause 2005 of MoRTH specifications etc. complete. | BI01010001010000000000000515BI0100001252 | ||
58 | 29.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001253 | 100 | Cucm |
59 | 30 | Supplying, fitting and fixing in position true to line and level POT- PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel / fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part I and II respectively and other parts conforming to BS:5400, section 9.1 and 9.2 and clause 2006 of MoRTH specifications as per drawing and approved technical specifications etc. complete. | BI01010001010000000000000515BI0100001257 | ||
60 | 30.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001258 | 7097.22 | MT |
61 | 31 | 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. | BI01010001010000000000000515BI0100001262 | ||
62 | 31.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001263 | 363.87 | MT |
63 | 32 | Providing and fixing in position to the exact profile and prestressing the high tensile strands to specified ultimate strength, standard end anchorages, cable ducts, grouting ducts after prestressing and bearing plates with wedges as per detailed drawings including necessary plant and machinery for prestressing etc. complete. | BI01010001010000000000000515BI0100001267 | ||
64 | 32.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001268 | 43.61 | MT |
65 | 33 | Providing, transporting and placing in position precast pretensioned concrete girders as per drawings and technical specifications etc. complete. | BI01010001010000000000000515BI0100001272 | ||
66 | 33.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001273 | 872.12 | Cum |
67 | 34 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm to be installed by the manufacturer / supplier to their authorized representative ensuring compliance to the manufacturers instruction for installation as per approved drawings and standard specifications etc. complete. | BI01010001010000000000000515BI0100001277 | ||
68 | 34.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001278 | 96 | Rmt |
69 | 35 | Providing and laying in PCC M15 grade leveling course below approach slab complete with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings and Technical specifications etc. | BI01010001010000000000000515BI0100001282 | ||
70 | 35.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001283 | 16.1 | Cum |
71 | 36 | Providing and laying of RCC in M30 grade approach slab including reinforcement and formwork complete with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings and technical specifications etc. complete. | BI01010001010000000000000515BI0100001287 | ||
72 | 36.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001288 | 48.3 | Cum |
73 | 37 | Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC / Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/ loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00mt. or part there for in the span load capacity up to 800.00 mt.) | BI01010001010000000000000515BI0100001302 | ||
74 | 37.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001303 | 2 | Test |
75 | 38 | Providing earth work in embankment with approved materials obtained from departmental/Private 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 Vibratory roller to achieve not less than 97 % of standard proctor density etc. complete. Note:- If material for the earthwork to be brought from borrow areas from private land owner,the rate of compensation to be given to land owner shall be decided by the concerned Superintending Engineer,depending on local site conditions. | BI01010001010000000000000515BI0100001307 | ||
76 | 38.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001308 | 4440.51 | Cum |
77 | 39 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. | BI01010001010000000000000515BI0100001312 | ||
78 | 39.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001313 | 5 | Cum |
79 | 40 | Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Concrete surface treated with primer @ 3.25 kg/10 sqm with VG-30 bulk Bitumen | BI01010001010000000000000515BI0100001317 | ||
80 | 40.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001318 | 1953.6 | Sqm |
81 | 41 | BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 2, premixed with bituminous binder @5.4% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 30/40 mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler | BI01010001010000000000000515BI0100001322 | ||
82 | 41.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001323 | 78.14 | Cum |
83 | 42 | Providing and laying Mastic asphalt wearing course with paving grade bitumen 14 % by weight of total mix, filler, fine & course aggregate, meeting the requirements given in table 500-29, of MORT&H Specifications prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated inegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 0 C, protruding 1 mm to 4 mm over mastic surface, etc. complete (excluding tack coat, mix design is required for each case). | BI01010001010000000000000515BI0100001327 | ||
84 | 42.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001328 | 1953.6 | Sqm |
85 | 43 | 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. | BI01010001010000000000000515BI0100001332 | ||
86 | 43.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001333 | 316.8 | Sqm |
87 | 44 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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.complete. | BI01010001010000000000000515BI0100001337 | ||
88 | 44.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001338 | 95.04 | Sqm |
89 | 45 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of 600 mm dia made out of 3mm aluminum composite material ( ACM) sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. | BI01010001010000000000000515BI0100001342 | ||
90 | 45.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001343 | 8 | No |
91 | 46 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600 mm made out of 3mm aluminum composite material ( ACM) sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. ClassC ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. | BI01010001010000000000000515BI0100001347 | ||
92 | 46.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001348 | 8 | No |
93 | 47 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of 2mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class C ( Type XI Micro prismatic grade sheeting) sheeting shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. | BI01010001010000000000000515BI0100001352 | ||
94 | 47.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001353 | 2 | Sqm |
95 | 48 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) | BI01010001010000000000000515BI0100001357 | ||
96 | 48.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001358 | 10 | Cum |
97 | 49 | 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 as per drawing and technical specifications etc. complete. | BI01010001010000000000000515BI0100001362 | ||
98 | 49.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001363 | 613.16 | Cum |
99 | 50 | Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete. | BI01010001010000000000000515BI0100001367 | ||
100 | 50.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001368 | 36 | No |
101 | 51 | 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. | BI01010001010000000000000515BI0100001372 | ||
102 | 51.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001373 | 14 | Sqm |
103 | 52 | Dismantling stone masonry in lime or cement mortar including stacking the materials as directed with all leads, lifts etc. | BI01010001010000000000000515BI0100001377 | ||
104 | 52.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001378 | 10 | Cum |
105 | 53 | Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete. | BI01010001010000000000000515BI0100001382 | ||
106 | 53.1 | Kharepatan Bridge | BI01010001010000000000000515BI0100001383 | 10 | Cum |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail