Rural Development Department Tender
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Rural Development Department - RDD Tender
Eprocure
Opening Date
11 Nov 2019Closing Date
18 Nov 2019Tender Amount
₹ 1,45,70,697Costs
EMD
₹ 73,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Tr-06 (marali) To Kadamwadi Road Tal. Patan, Dist. Satara 2. Tr-02 To Shiral Road Tal. Patan, Dist. Satara Package Number Sat-71
Description
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Contact
Tender Id
2019_MMGSY_506776_2Bid Award Id
ViewTender No
E-Tender NO.06/08/2019-20 (2nd Call )Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Scarifying the existing bituminous road surface to a depth of 150 milimeter and disposal of scarified material with and all leads meter as per Technical Specification Clause 301.4..and as directed by Engineer in charge. By Mechanical Means A) TR-06 (Marali) to Kadamwadi
3100
-
12.05
B) TR-02 to Shiral
3750
-
12.05
Excavation for roadwork in soil with hydraulic excavator of 0.9 cubic meter 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 all lift and lead as per Technical Specification Clause 302.3 as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
1403.74
-
60.900000000000006
B) TR-02 to Shiral
1022.14
-
60.900000000000006
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cubic meter bucket capacity including cutting and loading in tippers, transporting to embankment site with and all leads , trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
240.83
-
97.5
B) TR-02 to Shiral
120.25
-
97.55000000000001
Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with and all leads as per Technical Specification Clause 302.3.5. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
48.17
-
196.35000000000002
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with and all Leads , trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
12.04
-
416.45000000000005
B) TR-02 to Shiral
60.13
-
445.05
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
931.3
-
57.75
B) TR-02 to Shiral
390.95
-
57.75
Construction of embankment with approved material obtained from borrow pits with all lifts , transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (A) With lead up to 1000 m. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
846.9249999999997
-
464.85
B) TR-02 to Shiral
670.16
-
464.75
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with all leads as per Technical Specification Clause 303.1. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
1297.65
-
476.25
B) TR-02 to Shiral
599.02
-
476.20000000000005
Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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 vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (II)For Grading II Material. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
371.7
-
1781.4
B) TR-02 to Shiral
324.74
-
1928.3000000000002
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 roller 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. (B)By Mechanical Means. as directed by Engineer in Charge. With crushable screening A) TR-06 (Marali) to Kadamwadi
181.89000000000001
-
2024.8000000000002
B) TR-02 to Shiral
70.2
-
2171
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (B)By Mechanical Means. as directed by Engineer in Charge. using stone screening A) TR-06 (Marali) to Kadamwadi
229.93999999999997
-
2345.4
B) TR-02 to Shiral
331.11
-
2499.6000000000004
Construction of Modified penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (A)50 millimeter thick Bitumen (S-65) 60/70- VG-30. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
5638.929999999999
-
188.55
B) TR-02 to Shiral
2964
-
198.35000000000002
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
7924.83
-
10.850000000000001
B) TR-02 to Shiral
2964
-
10.9
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site up to all lift and lead of 1000 meter laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled to achieve the desire compaction as per Technical Specification 504. (with 3.30% of bitumen by weight of mix) as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
3.69
-
5668.35
20mm thick Open-Graded Premix Carpet Bituminous (penetration grade/modified bitumen) Binder 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 as per Technical Specification Clause 508. (excluding seal coat) By Mechanical Means
(I) Bitumen (S-65) VG-30 as direct by engineer in charge A) TR-06 (Marali) to Kadamwadi
5446.53
-
126.85000000000001
B) TR-02 to Shiral
2964
-
130.4
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510 B)By Mechanical Means
Type A (Liquid Seal Coat) Bitumen (S-65) VG-30. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
5446.53
-
55.25
B) TR-02 to Shiral
2964
-
56.550000000000004
Excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to all leads and lifts , dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I)Ordinary soil (ii) Up to 3 meter depth by mechanical means ( This item shall be used when total estimate quantity exceeds 100 cubic meter) as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
116.85
-
196.85000000000002
B) TR-02 to Shiral
217.226196
-
196.9
Excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to all leads & Lifts , dressing of sides and bottom and backfilling in trenches with excavated suitable material. as directed by Engineer in Charge.
II. Ordinary rock (not requiring blasting) Up to 3 meter depth. A) TR-06 (Marali) to Kadamwadi
46.63
-
555.9
B) TR-02 to Shiral
14.26
-
555.9
Excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to all leads , dressing of sides and bottom and backfilling in trenches with excavated suitable material. as directed by Engineer in Charge.
III.Hard rock (requiring blasting) Up to all depth in hard rock. A) TR-06 (Marali) to Kadamwadi
4.06
-
727.1500000000001
Excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal all lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material. as directed by Engineer in Charge.
IV. Hard rock (blasting prohibited) Up to all depth A) TR-06 (Marali) to Kadamwadi
4.06
-
685.95
B) TR-02 to Shiral
14.26
-
628.85
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 (ii) Rubble filling (For Black cotton Soil).as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
6.53
-
1169.25
Providing and laying reinforced cement concrete pipe Non Pressure3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
(B) 1000 millimeter dia. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
25
-
7099.700000000001
B) TR-02 to Shiral
48.25
-
7099.75
Providing and laying reinforced cement concrete pipe Non Pressure3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
(D) 600 millimeter dia. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
22.5
-
3342.95
B) TR-02 to Shiral
37.5
-
3342.9500000000003
Providing and laying reinforced cement concrete pipe Non Pressure2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
(D) 600 millimeter dia. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
25
-
1801.8500000000001
B) TR-02 to Shiral
45
-
1801.8500000000001
I) Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 millimeter dia Polyvinyl chloride 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 Polyvinyl Chloride pipe 100 millimeter dia. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
37
-
222.9
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 millimeter with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
21.9
-
2234.85
Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
10
-
2874.55
Providing and laying pitching on slope laid over prepared filter media as per drawing and technical specifications Clause 1302
I) Stone/Boulder as directed by Engineer in Charge A) TR-06 (Marali) to Kadamwadi
20.45
-
1803.4
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 kilogram laid dry complete as per drawing and technical specifications Clause 1301and as directed by Engineer in charge B) TR-02 to Shiral
17.28
-
1949.0500000000002
Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203. Using VSI standard Artificial Sand. I) Plain cement concrete grade M 10 (i)Nominal mix (1:3:6). as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
27.44
-
4917.6
Providing and laying concrete for plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204. Using VSI standard Artificial Sand. For height up to 5 meter
I) Plain cement concrete grade M 15 (i) Nominal mix (1:2.5:5). as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
193.55999999999997
-
5060.05
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 10 and as directed by Engineer in charge B) TR-02 to Shiral
143.91562
-
5608.429608
Providing concrete for plain concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 B) TR-02 to Shiral
121.49
-
5903.769995999999
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 B) TR-02 to Shiral
240
-
7020.35
Construction of toe walls for protection of slopes as per drawing and technical specifactions Clause 1302.5 B) TR-02 to Shiral
5.54
-
5944.950000000001
Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
Ordinary Kilometer Stone (precast). as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
2
-
2274.6
B) TR-02 to Shiral
2
-
2274.6
Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
200 meter Stone (precast). as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
9
-
684.1
B) TR-02 to Shiral
5
-
684.1500000000001
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
76
-
602.4
B) TR-02 to Shiral
62
-
602.45
Providing and fixing Semi reflective type typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 millimeter with 75 millimeter square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 centimeter size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 millimeter steel plate. All lettering and painting arrows border etc. will be painted with reflective engineering grade tape as per MORD specifications of required shade and color as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. (Rate as per RD & WC Deptt. No. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
2
-
18513
B) TR-02 to Shiral
2
-
18513
Providing and fixing Semi reflective type typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 millimeter thick, top and middle plate duly welded with MS flat iron 25millimeter x 5meter size on back on edges. The lower plate will be welded with MS angle iron frame of 25millimeter x 25millimeter x 5millimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75millimeter x 75 millimeter of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450millimeter x 450millimeter x 600millimeter, 600millimeter below ground level. The top most diamond plate will be welded to middle plate by 47millimeter x 47millimeter of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with reflective engineering grade tape as per MORD specifications of required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Note: Printing and lettering for blank spaces on the lower plate will be written as required and paid separately. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
1
-
20461.300000000003
B) TR-02 to Shiral
2
-
20461.350000000002
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road Congress:67 made of 1.5 millimeter thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 millimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47millimeter x 47 millimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 millimeter, 600 millimeter below ground level as per approved drawing Clause 1701.2.2
vi) 600 millimeter x 600 millimeter Square. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
1
-
3782.9
Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per Indian Road Congress:67 made of 2 millimeter thick M.S. Sheet duly stove enameled paint in white color in front and grey color on back with red reflective border of 70 millimeter width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and color. Supported and welded on 47 millimeter x 47millimeter of 12 SWG Square tube of 3050 millimeter height duly strengthened by 25 millimeter x 5 millimeter M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 millimeter x 450 millimeter x 600 millimeter, 600 millimeter below ground level as per approved drawing and Technical Specification Clause 1701. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
2.16
-
7984.150000000001
B) TR-02 to Shiral
3
-
7984.200000000001
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road Congress:67 made of 1.5 millimeter thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 millimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47millimeter x 47 millimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 millimeter, 600 millimeter below ground level as per approved drawing Clause 1701.2.2. ii) 600 millimeter equilateral triangle as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
18
-
2579.2000000000003
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road Congress:67 made of 1.5 millimeter thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 millimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47millimeter x 47 millimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 millimeter, 600 millimeter below ground level as per approved drawing Clause 1701.2.2
v) 600 millimeter x 450 millimeter rectangular. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
5
-
3254.3
Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 millimeter thick corrugated sheet metal beam rail, 70 centimeter above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 millimeter spaced 2 meter centre to centre, 1.8 meter high, 1.1 meter below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to Indian Standard:1367 and Indian Standard:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 millimeter, 330 millimeter long complete as per clause 810) as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
20
-
3238
A) TR-06 (Marali) to Kadamwadi
95.15
-
134.15
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved color to give an even shade as per drawings and Technical Specification Clause 1701
ii) English and Roman Hyphens, commas and the like not to be measured and paid for. Detail for 100 letters of 160 millimeter height, i.e., 1600 centimeter. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
24
-
0.7000000000000001
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 millimeter thick including reflectorizing glass beads @ 250 grams per square meter area, thickness of 2.5 millimeter is exclusive of surface applied glass beads as per Indian Road Congress:35 .The finished surface to be level, uniform and free from streaks and holes. Complete. as directed by Engineer in Charge. A) TR-06 (Marali) to Kadamwadi
29.25
-
666
Providing and Fixing of Retro Reflectorised 300 x 900 millimeter Hazard marked boards made out of aluminum sheet bonded with white retro reflective sheeting ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress:67-2012 Table No 8.3, supported with back support frame 25millimeter x 25millimeter x3millimeter , duly painted on back side with two coats of grey stove enamelpaint and supported on one no. mild steel angle iron post 75 millimeter x 75millimeter x 6 millimeter , 3.5 meter long firmly fixed to the ground by means ofproperly designed foundation with M25 grade cement concrete 45 cetimeterx 45 cetimeter x 60 cetimeter, 60 cetimeter below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cetimeter width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier A) TR-06 (Marali) to Kadamwadi
4
-
3254.3
Providing and fixing Aluminum-backed flexible prismatic (AFP) sheeting consisting Yellow colored flexible prismatic sheeting with non-metallic prismatic lens as Retroreflective elements and conforming to ASTM D 4956-09 Type VI specification for rebound able Retroreflective sheeting. This flexible prismatic sheeting shall be of 1foot width and laminated at the back with a 50 micron Aluminum (Al) foil with pressure sensitive adhesive and liner. Further, this flexible prismatic sheeting shall have screen printed arrow/slant line pattern in black color in a continuous roll format. Neither AFP sheeting nor the flexible prismatic sheeting used in it shall crack when slowly bent in 1 second time around a 1/8th inch mandrel after being conditioned for 24hrs at 0?C and tested as per section S2.2.2. of ASTM D 4956-09. The AFP sheeting, with the liner removed, shall be applied with a neoprene contact adhesive with a Polychloroprene as base, viscosity of 200-450 cps and solid content of 20-30%. Once applied, the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off. A test report from institutes like ARAI/CRRI confirming to above mentioned flexibility and ASTM-D4956-09 Type-VI retro reflectivity performance of the flexible prismatic sheeting used in AFP shall be submitted by the tenderer during prequalification and supply of material. A) TR-06 (Marali) to Kadamwadi
4
-
3615.9
Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 centimeter height each including preparing the surface, cost of material, conveying etc. complete as directed by engineer in charge. A) TR-06 (Marali) to Kadamwadi
55
-
42
Providing and fixing reflective fluorescent tape on old road sign board/poles including cleaning / scraping and painting existing board etc. complete as directed by engineer in charge. A) TR-06 (Marali) to Kadamwadi
4.45
-
5739
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick Mild steel Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing Clause 1701.2.2and as directed by Engineer in charge. 900 Milimeter Equilateral Triangle B) TR-02 to Shiral
6
-
3724.15
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing Clause 1701.2.2and as directed by Engineer in charge.600 Milimeter circular B) TR-02 to Shiral
6
-
3330.65
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing Clause 1701.2.2and as directed by Engineer in charge.800 x 600 Milimeter rectangular B) TR-02 to Shiral
5
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4487.6
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