}

Upgradation Of Roads Under Pmgsy-Iii ( Batch-I ) For The Year 2019-20 Package No . Rj19/P3/2019/01, JHALAWAR-Rajasthan

Pradhan Mantri Gram Sadak Yojana-PMGSY has published Upgradation Of Roads Under Pmgsy-Iii ( Batch-I ) For The Year 2019-20 Package No . Rj19/P3/2019/01. Submission Date for this Tender is 20-07-2020. Road Work Tenders in JHALAWAR Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

24721336
Corrigendum : Upgradation Of Roads Under Pmgsy-Iii ( Batch-I ) For The Year 2019-20 Package No . Rj19/P3/2019/01
Open Tender
Indian
Rajasthan
JHALAWAR
20-07-2020

Tender Details

Upgradation Of Roads Under Pmgsy-Iii ( Batch-I ) For The Year 2019-20 Package No . Rj19/P3/2019/01

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 03-Jul-2020 PRE BID MEETING Technical Bid 20-07-2020
2 05-Jul-2020 REVISED SBD Technical Bid 20-07-2020

Key Value

Document Fees
INR 2000 /-
EMD
INR 663100.0 /-
Tender Value
INR 3.31 Crore /-

BOQ Items

Name of Work: Upgradation of Roads under PMGSY-III (Batch-I) for the year 2019-20 (Package No. RJ19/P3/2019/01)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Specification Clause 201. By Mechanical Means In area of non-thorny jungle BI01010001010000000000000515BI0100001117
2 1.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 3.932 P
3 1.02 TOTAL BI01010001010000000000000515BI0100001117 3.932 Hectare
4 2 Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRD Specification Clause 301.4. BI01010001010000000000000515BI0100001117
5 2.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 10895.4 P
6 2.02 TOTAL BI01010001010000000000000515BI0100001117 10895.4 Sqm
7 3 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 with a lead upto 1000 m as per MoRD Specification Clause 301.5 BI01010001010000000000000515BI0100001117
8 3.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 28200.5 P
9 3.02 TOTAL BI01010001010000000000000515BI0100001117 28200.5 Cum
10 4 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 MoRD Specification Clause 302.3 BI01010001010000000000000515BI0100001117
11 4.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 2421.2 P
12 4.02 TOTAL BI01010001010000000000000515BI0100001117 2421.2 Cum
13 5 Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount 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 MoRD Specification Clause 401. For Grading III Material BI01010001010000000000000515BI0100001117
14 5.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 1815.9 P
15 5.02 TOTAL BI01010001010000000000000515BI0100001117 1815.9 Cum
16 6 Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount 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 MoRD Specification Clause 401. For Grading II Material BI01010001010000000000000515BI0100001117
17 6.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 1733.81 P
18 6.02 TOTAL BI01010001010000000000000515BI0100001117 1733.81 Cum
19 7 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with 1 km lead BI01010001010000000000000515BI0100001117
20 7.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 5502.81 P
21 7.02 TOTAL BI01010001010000000000000515BI0100001117 5502.81 Cum
22 8 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 0.70-1.0 kg/sqm using mechanical means as per MoRD Specification Clause 502 BI01010001010000000000000515BI0100001117
23 8.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 23475.8 P
24 8.02 TOTAL BI01010001010000000000000515BI0100001117 23475.8 Sqm
25 9 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503. BI01010001010000000000000515BI0100001117
26 9.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 23475.8 P
27 9.02 TOTAL BI01010001010000000000000515BI0100001117 23475.8 Sqm
28 10 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 of aggregate and plastic waste cutting in a hotmix 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 MoRD Specification Clause 508. Waste Plastic @ 8% of bitumen. Case -II By mechnical means Bitumen VG-30 BI01010001010000000000000515BI0100001117
29 10.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 23475.8 P
30 10.02 TOTAL BI01010001010000000000000515BI0100001117 23475.8 Sqm
31 11 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRD Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-30) BI01010001010000000000000515BI0100001117
32 11.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 23475.8 P
33 11.02 TOTAL BI01010001010000000000000515BI0100001117 23475.8 Sqm
34 12 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 BI01010001010000000000000515BI0100001117
35 12.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 555.44 P
36 12.02 TOTAL BI01010001010000000000000515BI0100001117 555.44 Cum
37 13 Providing, fabricating and lying form work of plastic cells made from reclaimed High Density Polythelene (HDPE) sheets of thickness 0.20mm to about 0.25mm or LDPE sheets of thickness 0.30mm to 0.35mm thickness, 100mm wide heat welded or stitched to form cell at 300mm interval and fixed with iron spikes of about 200mm long to keep the cell walls taut and with nylon threads to prevent collapse of the cell walls during placement of concrete, form work of cells should be so stiched to form a roll of cells of a pavement width 3.75m and has a length of 10m to 20m and successive rolls of cell to be stapled. BI01010001010000000000000515BI0100001117
38 13.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 2310 P
39 13.02 TOTAL BI01010001010000000000000515BI0100001117 2310 Sqm
40 14 Construction of plastic cell filled cement concrete pavement, with M30 grade concrete, thickness as per design, over a prepared sub base, with 53 grade Ordinary Portland Cement (OPC) or any other type as per Clause 1501.2.4 M30 (Grade). Coarse and fine aggregates conforming to IS : 2386, maximum in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design(As per IRC 44-2088, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using screed and plate vibrators and finished in continuous operation, Concrete should have a slump of 30-50MM with use of approved plasticizer if required Formwork of plastic cells should be made of High Density Polyethylene (HDPE), sheets having thickness ranging from 0.19-0.22MM with sides 150MMx150MM and height as fixed by engineer in charge. BI01010001010000000000000515BI0100001117
41 14.01 To be laid in full width of the carriageway. Iron spikes of about 200MM long are to be used to keep the cell walls taut. Nylon thread or rope may be used to prevent collapse of cells during placement of concrete. Iron spikes to be taken out for use in other place as soon as the concrete is in place. The sub base should be provided with concrete/stone block or brick on edge on either side of the carriageway protecting the sub base with full thickness of the concrete pavement for its confinement and protection. curing of concrete slabs for 14 - days, curing compound ( where specified) and water finishing to lines and grade as per drawing and MoRD Specification of cell filled Concrete Pavement. BI01010001010000000000000515BI0100001117
42 14.02 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 2310 P
43 14.03 TOTAL BI01010001010000000000000515BI0100001117 2310 Sqm.
44 15 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) BI01010001010000000000000515BI0100001117
45 15.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 46.56 P
46 15.02 TOTAL BI01010001010000000000000515BI0100001117 46.56 Cum
47 16 Construction of un-reinforced, without dowel bar, 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, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments BI01010001010000000000000515BI0100001117
48 16.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 594 P
49 16.02 TOTAL BI01010001010000000000000515BI0100001117 594 Cum
50 17 Add extra for dowel Bar for Cement Concrete Pavement as per drawing and MoRD Specification Clause 1501 BI01010001010000000000000515BI0100001117
51 17.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 1782 P
52 17.02 TOTAL BI01010001010000000000000515BI0100001117 1782 P.Kg
53 18 Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth BI01010001010000000000000515BI0100001117
54 18.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 1442.77 P
55 18.02 TOTAL BI01010001010000000000000515BI0100001117 1442.77 Cum
56 19 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 R.C.C grade M 20 BI01010001010000000000000515BI0100001117
57 19.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 524.79 P
58 19.02 TOTAL BI01010001010000000000000515BI0100001117 524.79 Cum
59 20 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRD specifications Clauses 1000 and 1202 BI01010001010000000000000515BI0100001117
60 20.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 4.154 P
61 20.02 TOTAL BI01010001010000000000000515BI0100001117 4.154 Tonne
62 21 Providing and laying reinforced cement concrete pipe NP3 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. 1000 mm dia BI01010001010000000000000515BI0100001117
63 21.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 27.5 P
64 21.02 TOTAL BI01010001010000000000000515BI0100001117 27.5 Rmt
65 22 Providing and laying reinforced cement concrete pipe NP3 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 1106.300 mm dia BI01010001010000000000000515BI0100001117
66 22.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 150 P
67 22.02 TOTAL BI01010001010000000000000515BI0100001117 150 Rmt
68 23 Plain/reinforced cement concrete in substructure complete as per drawings and MoRD specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 For height upto 5 m R.C.C grade M 20 BI01010001010000000000000515BI0100001117
69 23.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 280.3 P
70 23.02 TOTAL BI01010001010000000000000515BI0100001117 280.3 Cum
71 24 Plain/reinforced cement concrete in substructure complete as per drawings and MoRD specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 For height upto 5 m R.C.C. grade M 25 BI01010001010000000000000515BI0100001117
72 24.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 20.26 P
73 24.02 TOTAL BI01010001010000000000000515BI0100001117 20.26 Cum
74 25 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and MoRD specification Clauses 1002, 1005, 1010 & 1202 BI01010001010000000000000515BI0100001117
75 25.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 3.8 P
76 25.02 TOTAL BI01010001010000000000000515BI0100001117 3.8 Tonne
77 26 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD specification Clauses 614, 709, 1204.3.7 BI01010001010000000000000515BI0100001117
78 26.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 144 P
79 26.02 TOTAL BI01010001010000000000000515BI0100001117 144 Each.
80 27 Providing and laying reinforced cement concrete in superstructure as per drawing and MoRD specifications Clauses 800, 1205.4 and 1205.5 For height upto 5 m R.C.C. Grade M 30 BI01010001010000000000000515BI0100001117
81 27.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 124.2 P
82 27.02 TOTAL BI01010001010000000000000515BI0100001117 124.2 Cum
83 28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRD specifications Clauses 1002, 1010 and 1202 BI01010001010000000000000515BI0100001117
84 28.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 14.62 P
85 28.02 TOTAL BI01010001010000000000000515BI0100001117 14.62 Tonne
86 29 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and MoRD specifications Clauses 800 and 1206.3 BI01010001010000000000000515BI0100001117
87 29.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 19.8 P
88 29.02 TOTAL BI01010001010000000000000515BI0100001117 19.8 Cum
89 30 P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and MoRD specifications Clauses 800 and 1211 Nominal mix (1:2.5:5) BI01010001010000000000000515BI0100001117
90 30.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 22.36 P
91 30.02 TOTAL BI01010001010000000000000515BI0100001117 22.36 Cum
92 31 Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and MoRD specifications Clauses 800 and 1211 BI01010001010000000000000515BI0100001117
93 31.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 44.74 P
94 31.02 TOTAL BI01010001010000000000000515BI0100001117 44.74 Cum
95 32 Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and MoRD specifications BI01010001010000000000000515BI0100001117
96 32.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 1200 P
97 32.02 TOTAL BI01010001010000000000000515BI0100001117 1200 Rmt Per Cm Depth
98 33 Providing and fillling joint sealing compound as per drawings and MoRD specifications with coarse sand and 6 per cent bitumen by weight. BI01010001010000000000000515BI0100001117
99 33.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 450 P
100 33.02 TOTAL BI01010001010000000000000515BI0100001117 450 Rmt
101 34 Drainage spouts complete as per drawing and MoRD specifications Clause 1209 BI01010001010000000000000515BI0100001117
102 34.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 16 P
103 34.02 TOTAL BI01010001010000000000000515BI0100001117 16 Each.
104 35 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm 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 MoRD specification Clause 1204.3.8 BI01010001010000000000000515BI0100001117
105 35.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 103.334 P
106 35.02 TOTAL BI01010001010000000000000515BI0100001117 103.334 Cum
107 36 Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRD specification Clause 1204.3.8 Sandy material BI01010001010000000000000515BI0100001117
108 36.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 250.82 P
109 36.02 TOTAL BI01010001010000000000000515BI0100001117 250.82 Cum
110 37 Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and MoRD specifications Clauses 800, 900 and 1208.3 BI01010001010000000000000515BI0100001117
111 37.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 40 P
112 37.02 TOTAL BI01010001010000000000000515BI0100001117 40 Rmt
113 38 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 MoRD specifications Clause 1301 BI01010001010000000000000515BI0100001117
114 38.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 24 P
115 38.02 TOTAL BI01010001010000000000000515BI0100001117 24 Cum
116 39 Providing and fixing of Reinforced Ferro cement Drain cover designed for class "AA" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. for drain Opeining Size 300 to 450 mm Standard Drain Cover Size 600mm x 800mm x 75mm BI01010001010000000000000515BI0100001117
117 39.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 126 P
118 39.02 TOTAL BI01010001010000000000000515BI0100001117 126 Sqm
119 40 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 1701 900 mm equilateral triangle BI01010001010000000000000515BI0100001117
120 40.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 14 P
121 40.02 TOTAL BI01010001010000000000000515BI0100001117 14 Each
122 41 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 1701600 mm equilateral triangle BI01010001010000000000000515BI0100001117
123 41.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 2 P
124 41.02 TOTAL BI01010001010000000000000515BI0100001117 2 Each
125 42 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 1701 800 mm x 600 mm rectangular BI01010001010000000000000515BI0100001117
126 42.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 8 P
127 42.02 TOTAL BI01010001010000000000000515BI0100001117 8 Each
128 43 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 1701 600 mm x 450 mm rectangular BI01010001010000000000000515BI0100001117
129 43.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 2 P
130 43.02 TOTAL BI01010001010000000000000515BI0100001117 2 Each
131 44 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 1701 600 mm x 600 mm square BI01010001010000000000000515BI0100001117
132 44.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 7 P
133 44.02 TOTAL BI01010001010000000000000515BI0100001117 7 Each
134 45 Providing and Fixing informatory sign board with Logo of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. BI01010001010000000000000515BI0100001117
135 45.01 The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing. For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height as per approved drawing and MoRD Specification Clause 1700 BI01010001010000000000000515BI0100001117
136 45.02 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 3 P
137 45.03 TOTAL BI01010001010000000000000515BI0100001117 3 Each
138 46 Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 3mm thick plate of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges including orange luminous colour epoxy paint on logo, size of definition plate 900x300mm supported on MS post of square hollow section 75x75x6mm, 3m long .The lettering and borders, etc. of definition plate and PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.Posts will be fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1700 BI01010001010000000000000515BI0100001117
139 46.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 4 P
140 46.02 TOTAL BI01010001010000000000000515BI0100001117 4 Each
141 47 Providing and Erecting typical Maintenance information Board as per approved drawing & specification of MORD made of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900mm x 1500mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. of plates shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing and MoRD Specification Clause 1700 BI01010001010000000000000515BI0100001117
142 47.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 2 P
143 47.02 TOTAL BI01010001010000000000000515BI0100001117 2 Each
144 48 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Specification Clause 1703 5th Kilometre Stone (precast) BI01010001010000000000000515BI0100001117
145 48.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 1 P
146 48.02 TOTAL BI01010001010000000000000515BI0100001117 1 Each
147 49 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Specification Clause 1703 Ordinary Kilometer Stone (Precast) BI01010001010000000000000515BI0100001117
148 49.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 7 P
149 49.02 TOTAL BI01010001010000000000000515BI0100001117 7 Each
150 50 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Specification Clause 1703 200 m stone (precast) BI01010001010000000000000515BI0100001117
151 50.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 28 P
152 50.02 TOTAL BI01010001010000000000000515BI0100001117 28 Each
153 51 Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. BI01010001010000000000000515BI0100001117
154 51.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 76.661 P
155 51.02 TOTAL BI01010001010000000000000515BI0100001117 76.661 Sqm.
156 52 Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additional border of 1.25 cm all arount it. BI01010001010000000000000515BI0100001117
157 52.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 3 P
158 52.02 TOTAL BI01010001010000000000000515BI0100001117 3 Each
159 53 P & F Delinator with 30 cm. outer dia RCC hume pipe NP-2 (As per IS-458/ 1971 ) pipe 1. OM. Long 40 cm embedded in cement concrete (1:4:8) block of size 50x50x40 cm. including excavation upto 40 cm depth. The inside of pipe shall be filled with C.C. (1:4:8) stone grit max size 20 mm or less upto the top with semi circular humping. The pipes shall be painted white/black with enamel paint with red dots two Nos. on each side BI01010001010000000000000515BI0100001117
160 53.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 7 P
161 53.02 TOTAL BI01010001010000000000000515BI0100001117 7 Each
162 54 Supplying of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side. BI01010001010000000000000515BI0100001117
163 54.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 70 P
164 54.02 TOTAL BI01010001010000000000000515BI0100001117 70 Each
165 55 Supply of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 M dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom BI01010001010000000000000515BI0100001117
166 55.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 7 P
167 55.02 TOTAL BI01010001010000000000000515BI0100001117 7 Each
168 56 Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as per IRC : 99-1988 5.0 meter wide and 10 cm high for heavy truck and bus traffic BI01010001010000000000000515BI0100001117
169 56.01 T10-Bakani Badai Soyat Road BI01010001010000000000000515BI0100001117 18.75 P
170 56.02 TOTAL BI01010001010000000000000515BI0100001117 18.75 Rmt
171 58 Annual maintenance charges on pro rata basis as per fixed amounts BI01010001010000000000000515BI0100001284
172 58.01 1st year BI01010001010000000000000515BI0100001285 7.013 KM.
173 58.02 2nd year BI01010001010000000000000515BI0100001286 7.013 KM.
174 58.03 3rd year BI01010001010000000000000515BI0100001286 7.013 KM.
175 58.04 4th year BI01010001010000000000000515BI0100001287 7.013 KM.
176 58.05 5th year BI01010001010000000000000515BI0100001288 7.013 KM.
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