Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date12 Aug 2024
Closing Date17 Aug 2024
Tender Amount₹ 3,55,68,436
Costs
EMD
₹ 7,62,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_135928_1Bid Award Id
ViewTender No
EE/PMGSY/YTL/NIT/134/24-25Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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BOQ Items
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 materialii) 3.00 TO 6.00 M DEPTHCONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
27.19
19093
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. B1) For raft with cut off in sandy strata CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
270.99
69792
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. B2) Other strata like B.C. Soil, Soft murum etc. CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
376.13
71427
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 CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
61.3
351415
5732.4
Providing concrete for plain cement concrete M-15 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
22.28
127492
5721.5
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) CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
75.52
508483
6733.1
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)CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
144.47
972749
6733.1
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 CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
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 ) CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
106.24
960943
9045.35
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). CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
49.48
358480
7244.55
Providing and laying in situ/ ready mix controlled M-25 cement concrete of trap/ granite/ quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/ steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete (Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (panmixer). with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc ) CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
79.49
575896
7244.55
Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301 CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
205.16
1194659
5822.95
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 CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
130
23803
183.1
Sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
478.45
1006613
2103.9
Providing Tar paper bearing of approved quality in proper size etc. complete. CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
74.84
6121
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. CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
50.48
75325
1492.15
Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
145.74
1284915
8816.25
Expansion joint with 25 mm thich bitumenous pad. CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
24.42
20842
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 CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
15.19
185252
12197.7
Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
15.45
967417
62601.7
Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
7.22
454115
62884.4
Supplying, fitting, and placing HYSD bar reinforcement (Fe 500) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
10.7
693071
64787.25
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
88.55
165490
1868.9
Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with R.C.C. M 30 Grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete. Spec: MORT and H 2013 Cl 811 Page No 360 (Item No.-PWD SoR 2022-23 It. No. 7.37 Pg. No. 74) CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
68.17
303734
4455.6
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. CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT 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. CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
1485
4009
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 CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
7874.98
478798
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 CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
403.74
29432
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 CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
476.84
376795
790.2
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.CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
222.75
6259
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.CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
500.4
326886
653.25
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
174.78
390991
2237.05
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. CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
157.68
444972
2822
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. CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
69.05
173035
2505.95
Construction of Hard Shoulders as per Technical Specification Clause 407. CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
41.7
34654
831.05
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. CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
900
77490
86.1
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. CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
900
11160
12.4
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.CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
900
141750
157.5
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 CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
900
54495
60.55
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)" CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
60
197979
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. CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
45
28361
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.CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT 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.CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
75
32343
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.CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT 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.I) 900 mm equilatral and triangle CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
2
9441
4720.75
600 mm equilatral and triangle
3
11498
3832.95
Warning Board [ 0.600 x 0.800 ]
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.CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
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.CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
281.52
151359
537.65
Plain cement concrete Grade M-20 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL .
166.27
1098030
6603.9
Reinforced cement concrete M-25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
65.6
475130
7242.85
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
5.1
320418
62884.4
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, 1204.3.7CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
46
8422
183.1
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
61.72
115481
1871.05
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
26.83
74182
2764.9
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
30
172641
5754.7
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) CONSTRUCTION OF BRIDGE KM.- 6/400 RANGANA NALLA ON MSH-14 TO WADGAON -RANGANA ROAD IN TALUKA WANI DISTRICT YAVATMAL
54
141863
2627.1
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 (I) Manual Means (B) Cement Concrete CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL.
72.08
54629
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. C) Above 900mm Ø Hume Pipe CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
22.5
18175
807.8
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.i) UP TO 3.00 M DEPTH CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
2068.77
1112273
537.65
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.ii) 3.00 TO 6.00 M DEPTH CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
26.57
18658
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.B1) For raft with cut off in sandy strata CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
264.12
68024
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.BB2) Other strata like B.C. Soil, Soft murum etc. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
374.88
71189
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.CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
40.71
237231
5827.35
Providing concrete for plain cement concrete M-15 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
21.82
126932
5818.3
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) CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
73.8
504408
6834.8
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)CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
140.76
962066
6834.8
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 1205.5.7CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
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 )CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
104.14
940366
9030.25
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). CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
77.2
567089
7346.2
Providing and laying in situ/ ready mix controlled M-25 cement concrete of trap/ granite/ quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/ steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete (Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (panmixer). with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc )CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
95.46
701282
7346.2
Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
204.48
1210480
5919.8
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 CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
160
29296
183.1
Sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
661
1390688
2103.9
Providing Tar paper bearing of approved quality in proper size etc. complete.CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
73.04
5974
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. completeCONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL.
79.01
109787
1389.6
Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
146.59
1307519
8919.85
Expansion joint with 25 mm thich bitumenous pad. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
28.61
24415
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 CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
15.19
186825
12301.25
Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
15.07
944667
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 CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
8.75
550622
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 CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
10.74
696419
64865.4
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
126.19
218590
1732.2
Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with R.C.C. M 30 Grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete. Spec: MORT and H 2013 Cl 811 Page No 360 (Item No.-PWD SoR 2022-23 It. No. 7.37 Pg. No. 74) CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
75.3
338345
4493.3
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. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI 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. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
1770
4779
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 CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
9797.85
595709
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 CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
423.17
30849
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 CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
633.02
431371
681.45
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. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
265.5
7460
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. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
585.28
318684
544.5
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
153.74
322900
2100.3
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. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
137.62
365002
2652.25
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. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
60.26
140689
2334.7
Construction of Hard Shoulders as per Technical Specification Clause 407. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
81.65
58975
722.3
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. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
787.5
67488
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. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
787.5
9843
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. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
787.5
7402
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. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
787.5
121550
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 51 CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL0
787.5
47250
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)" CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
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. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
54
34033
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. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
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. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI 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. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI 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.i) 900 mm equilatral and triangleCONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
2
9441
4720.75
600 mm equilatral and triangle
3
11498
3832.95
Warning Board [ 0.600 x 0.800 ]
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. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
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. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
306.03
164537
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. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
12.4
72259
5827.35
Providing concrete for plain cement concrete M-15 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
8
46546
5818.3
Plain cement concrete Grade M-20 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204. CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
178.12
1193671
6701.5
Reinforced cement concrete M-25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
61.25
449832
7344.2
Supplying fitting and placing TMT bar reinforcement ( Fe 500 ) in foundation complete as per drawings and technical specification Clauses 1002, 1010 and 1202 . CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
1.9
119170
62679.85
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
3.45
217264
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 CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
50
9155
183.1
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
61.72
107041
1734.3
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
26.83
70680
2634.4
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
30
181557
6051.9
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) CONSTRUCTION OF LSB IN KM. 4/700 ACROSS NAVEGAON NALAA ON WARGAON SHIRPUR NAVEGAON ROAD (VR-132 ) IN BLOCK WANI DISTT. YAVATMAL
54
134727
2494.95
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