Pradhan Mantri Gram Sadak Yojana Tender
Search from over 12139+ business opportunities that have been announced from the biggest Mahatenders, e tender Maharashtra, Maharashtra government tenders, and the Online Tender Notices posted on Maharashtra e tenders till date. Find opportunities that have come in from the multiple corporations, Maharashtra government departments, State PSUs, and Private companies from the state.
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date15 Jul 2024
Closing Date23 Jul 2024
Tender Amount₹ 3,31,31,533
Costs
EMD
₹ 7,14,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CEMAH_135425_2Bid Award Id
ViewTender No
EE/PMGSY/YTL/NIT/115/24-25Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 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.ORDINARY SOIL UP 3.0 TO 6.0 M 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
27.72
19467
702.3
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.A1]B1) For raft with cut off in sandy strata 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
299.57
77152
257.55
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.A2]B2) Other strata like B.C. Soil, Soft murum etc.1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
415.8
78960
189.9
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.Levelling Course1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
46.06
267772
5813.95
Providing concrete for plain cement concrete M-15 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.Footing 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
160.28
930428
5804.9
Providing and laying in situ/ ready mix controlled grade of M-25 of trap/ granite/ quartzite/ gneiss metal for RCC works in cutoff walls/ curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc), excluding reinforcement) 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
81.53
556218
6822.25
Providing and laying in situ/ ready mix concrete controlled reinforced cement concrete M-25 of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant/ pan mixer with fine agreegates of required specifications etc. complete. (excluding reinforcement). a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
173.53
1183830
6822.25
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
15
12384
825.6
Providing and laying in situ / ready mix M-25 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (Item No. 17.40 / P.No. 133 ) 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
151.13
1366329
9040.85
Providing and laying in situ M-25 R.C.C. of trap /granite /quartzite /gneiss metal for RCC work,of ballast walls, kerbs, box returns with reversible Drum Type mixer.With natural sand etc. including scaffolding, compaction, formwork finishing and curing complete. (excluding reinforcement).1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
98.28
720734
7333.65
Providing and laying in situ M-25 R.C.C. of trap /granite /quartzite /gneiss metal for RCC work,of ballast walls, kerbs, box returns with reversible Drum Type mixer.With natural sand etc. including scaffolding, compaction, formwork finishing and curing complete. (excluding reinforcement). 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
91.59
671656
7333.65
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
226.8
547914
2415.85
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
158
28929
183.1
Sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
785.42
1652440
2103.9
Providing Tar paper bearing of approved quality in proper size etc. complete.1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
82.98
6787
81.8
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. 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
77.34
114264
1477.5
Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
175.31
1561504
8907.3
Expansion joint with 25 mm thich bitumenous pad. 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
26.23
22386
853.45
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
16.88
207371
12288.7
Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
16.64
1043255
62679.85
Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
10.48
659727
62962.5
Supplying, fitting, and placing HYSD bar reinforcement (Fe 500) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
11.64
754734
64865.4
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
149.42
276328
1849.4
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
80.98
135996
1679.3
Providing and fixing Granite / Marble tablet of 15mm to 18mm thickness ,including making groove in wall / concrete surface filling joints with slurry, curing, polishing, rounding edges, as required cleaning etc. complete. of size and description as per detailed drawings including embosseing & fitting in 1:2 C.M. border. 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
0.75
4090
5454
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
1920
5184
2.7
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
6319.6
384231
60.8
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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
441.66
32197
72.9
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per technical Specification Clause 301.5 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
632.24
489767
774.65
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
288
8092
28.1
Construction of Subgrade Layer with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
643.36
410302
637.75
Granular sub-base course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
165.89
367861
2217.5
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.WBM G-II 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
148.87
416501
2797.75
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.WBM G-III 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
65.88
163481
2481.5
Construction of Earthen Shoulders as per Technical Specification Clause 407.1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
89.55
73028
815.5
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per Technical Specification Clause 502.1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
862.5
73916
85.7
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
862.5
10781
12.5
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
862.5
8107
9.4
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
862.5
133126
154.35
Providing and laying Premix seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
862.5
51750
60
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)" Crash Barrier 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
120
395958
3299.65
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.1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
60
37815
630.25
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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. Clause 1106. 600 MM NP2 PIPE 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
25
44742
1789.7
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
100
43125
431.25
Providing and fixing Retro Reflective PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
1
14907
14907.35
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.900 MM EQUILATERAL TRIANGLE 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
2
9441
4720.75
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.600 MM EQUILATERAL TRIANGLE 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
3
11498
3832.95
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.Warning Board [ 0.600 x 0.800 ] 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
4
22430
5607.5
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.HAZARD MARKER BOARD 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
2
11215
5607.5
PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
1
24106
24106.7
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 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.1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
117.54
63195
537.65
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
19.59
113895
5813.95
Plain cement concrete Grade M-20 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204.1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
249.41
1668291
6688.95
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
1.25
78520
62962.5
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
20
3662
183.1
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
61.72
114274
1851.5
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
26.83
73681
2746.25
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 RUBBLE MASONRY WALL 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
30
177924
5930.8
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301(Item No. 14.2 / P.No. 55) GABIAN WALL 1) CONSTRUCTION OF MINOR BRIDGE IN KM. 3/840 ON SH-300 YAVATMAL DHAMANGAON ROAD TO JOINED TO LONI ROAD IN BLOCK BABULGAON DISTT. YAVATMAL PACKAGE NO -MH-33-108
54
140845
2608.25
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 1000m as per Technical Specification Clause 202. 2)CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
184.38
139747
757.95
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202.2)CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
37.5
13085
348.95
Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 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.Ordinary Soil 2)CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
724.78
389677
537.65
Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 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.ORDINARY ROCK (NOT REQUIRED BLASTING) 2)CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
216.79
145693
672.05
Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 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.HARD ROCK (REQUIRED BLASTING) 2)CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
73.62
76682
1041.6
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For Abutment 2)CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
290.76
35530
122.2
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For Pier 2)CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
147.27
86565
587.8
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For Return 2)CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
205.62
11627
56.55
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. 2)CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
39.17
216974
5539.3
Filling annular space around footing in rock as per technical specification Clause 1203.4.3. 2)CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
57.62
323686
5617.6
Providing concrete for plain cement concrete M-15 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. 2)CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
32.67
180591
5527.75
Providing and laying in situ / ready mix M-25 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (PWD SSR Item No. 17.40 / P.No. 133 ) 2)CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
157.38
1378058
8756.25
Reinforced cement concrete M-25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 2)CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
241.69
1706041
7058.8
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 2)CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
98
17943
183.1
Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 2)CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
127.34
1098927
8629.8
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 2)CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
11.81
141882
12011.2
Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 2)CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
14.04
882473
62855.1
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 2)CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
8.92
577394
64757.95
Providing Tar paper bearing of approved quality in proper size etc. complete. 2)CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
16.5
1518
92
Expansion joint with 25 mm thich bitumenous pad. 2)CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
18.29
18157
993
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. 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
84.65
104079
1229.6
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
63.3
106299
1679.3
Sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
330.12
695074
2105.55
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
86.54
141346
1633.35
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
562.02
81576
145.15
Providing and fixing Granite / Marble tablet of 15mm to 18mm thickness ,including making groove in wall / concrete surface filling joints with slurry, curing, polishing, rounding edges, as required cleaning etc. complete. of size and description as per detailed drawings including embosseing & fitting in 1:2 C.M. border. 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
0.75
4090
5454
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
1812
4892
2.7
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
5907.88
359198
60.8
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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
507.88
37024
72.9
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per technical Specification Clause 301.5 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
605.66
296987
490.35
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
270
7587
28.1
Construction of Subgrade Layer with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
598.32
216502
361.85
Granular sub-base course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
218.5
222301
1017.4
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
186.77
444297
2378.85
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
81.97
169513
2068
Construction of Earthen Shoulders as per Technical Specification Clause 407. 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
50.4
18237
361.85
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per Technical Specification Clause 502. 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
1068.75
79461
74.35
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
1068.75
16458
15.4
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
1068.75
167099
156.35
Providing and laying Premix seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
1068.75
64125
60
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)" 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
40
131986
3299.65
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. 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
81
51050
630.25
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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. Clause 1106. 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
15
26845
1789.7
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
90
38812
431.25
Providing and fixing Retro Reflective PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
1
14907
14907.35
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. 900 mm equilatral and triangle 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
2
9441
4720.75
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. 600 mm equilatral and triangle 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
2
7665
3832.95
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. Warning Board [ 0.600 x 0.800 ] 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
6
33645
5607.5
PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
2
48213
24106.7
STANDARD METAL DELINEATOR Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
28
34972
1249
Plain cement concrete Grade M-20 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204. 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
124.71
800594
6419.65
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
58.57
94675
1616.45
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
25.47
60025
2356.7
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
119
658742
5535.65
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 2) CONSTRUCTION OF LONG SPAN BRIDGE IN KM 3/260 ACROSS RASA NALLA ON KALAMB TO RASA-KARAK-SARAPDARI ROAD (ODR-50 & VR-109) IN BLOCK KALAMB DISTT. YAVATMAL
270
647838
2399.4
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements