Uttar Pradesh Rural Road Development Agency Tender
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Uttar Pradesh Rural Road Development Agency - UPRRDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date20 Jan 2022
Closing Date27 Apr 2022
Tender Amount₹ 24,97,76,000
Costs
EMD
₹ 54,20,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Road Fdr Technology Group No Upfdr140 Kasganj Pack No Up7420 T06-amanpur-sahawar Road To Sidhpura Pack No Up7421 T11-gorha To Sahawar (lgc Patri Ch 0.00 To 5.00 Km) Pack No Up7422 T05-gorha To Sahawar (lgc Patri Ch. 5.00 To 10.35 Km
Description
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Contact
Tender Id
2022_UPRRD_115666_1Bid Award Id
ViewTender No
1429(a)/RED/PMGSY3/FDR/Dt 01.01.2022Tender Authority
Uttar Pradesh Rural Road Development Agency ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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Dismantling of flexible and granular pavements and Spreading in the proposed width using grader in required camber and compacting to required degree of compaction separately as per Technical Specification Clause 202 (Granular Courses) Width of Spreading will be 5.80 M By Default Road :A-Amanpur - Sahawar Road To Sidhpura
10640
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
3500
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
3500
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-
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Stablization of soil (FDR)
Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-SP-72-2015 , IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cementitious additive @ rate of minimum 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base/ base should be 4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP-72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipments to be used are binder spreader- water Tanker- Additive Truck- Recycler- Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne) Road :A-Amanpur - Sahawar Road To Sidhpura
19323
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
6356.25
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
6356.25
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Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Cutting for GSB Trenches) Road :A-Amanpur - Sahawar Road To Sidhpura
7353
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
2418.36
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
2588.06
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-
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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 Technical Specification Clause 301.5 Road :A-Amanpur - Sahawar Road To Sidhpura
23764.96
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
13435.8
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
13487
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Same as above item but for carted earth work Road :A-Amanpur - Sahawar Road To Sidhpura
4306.5
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
3168
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
3389.76
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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 Road :A-Amanpur - Sahawar Road To Sidhpura
7353
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
2418.76
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
2588.06
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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 compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Road :A-Amanpur - Sahawar Road To Sidhpura
11970
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
4893.75
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
4893.75
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Construction of granular sub-base by providing well graded material, 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 Technical Specification Clause 401. Road :A-Amanpur - Sahawar Road To Sidhpura
581.26
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
56.25
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
9.38
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Providing, laying, spreading and compacting stone aggregates of (63 mm to 45 mm) 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. Road :A-Amanpur - Sahawar Road To Sidhpura
348.76
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
33.75
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
5.63
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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 kg/sqm using mechanical means as per Technical Specification Clause 502 Deduct -" mtr length for RCC Culvert slab portion Road :A-Amanpur - Sahawar Road To Sidhpura
76086.81
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
26188.69
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
29763.69
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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 Technical Specification Clause 503 (iii). Deduct -" mtr length for RCC Culvert slab portion Road :A-Amanpur - Sahawar Road To Sidhpura
152173.62
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
52377.4
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
59527.4
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Sami Layer (As per the letter no. 2795/T-252/FDR/UPRRDA /2021 Dated 23-02-2021 Item NO. 2
Providing and laying of Paving fabrics Geosynthectic materials eithre non-woven paving fabric or fibre glass coated grid over stablized surface , including preparation of surface and joining , stitching or overlapping of geosynthetic fabric etc, as part of highway pavement strengthening in layers as per Technical Specification Clause 708 of MoRTH Deduct -" mtr length for RCC Culvert slab portion Road :A-Amanpur - Sahawar Road To Sidhpura
76086.81
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
26188.69
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
29763.69
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-
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects Road :A-Amanpur - Sahawar Road To Sidhpura
2282.6
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
785.66
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
892.91
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Providing and laying of factory made 80 mm thick interlocking cement concrete tiles (30Mpa rubber moullded 4.5 kg weight)including 25 mm thick compacted bed of local sand compacting and proper embedding/laying of interlocking tiles leveling and dressing of surface to required level and slope, filling joints with local sand including the cost of material, labour T&P etc. required for proper completion of work as directed by Engineer- in Charge. Road :A-Amanpur - Sahawar Road To Sidhpura
13175
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-
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
2100
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-
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
75
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Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 Road :A-Amanpur - Sahawar Road To Sidhpura
2109
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-
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
2043
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
524.25
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Reinforced cement concrete M15 grade Km Stone/Local stone of standerd design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1703. 200 m Stone (Precast) Road :A-Amanpur - Sahawar Road To Sidhpura
61
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
20
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
21
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Ordinary Kilometer Stone (Precast) Road :A-Amanpur - Sahawar Road To Sidhpura
16
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
5
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
6
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5th Kilometer Stone (Precast) Road :A-Amanpur - Sahawar Road To Sidhpura
3
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000) Road :A-Amanpur - Sahawar Road To Sidhpura
1
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350) Road :A-Amanpur - Sahawar Road To Sidhpura
1
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Providing and fixing of Logo sign board at starting point & Intermediate distance with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle Road :A-Amanpur - Sahawar Road To Sidhpura
2
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
4
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
4
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Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle Road :A-Amanpur - Sahawar Road To Sidhpura
2
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
2
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
2
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Providing and fixing of reflective Citizen information sign board with a corrosion resitant 4mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle Road :A-Amanpur - Sahawar Road To Sidhpura
2
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
2
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
2
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Providing and fixing of Maintenance information sign board with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle Road :A-Amanpur - Sahawar Road To Sidhpura
1
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
1
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
1
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Providing and erecting direction and place identification / cautionary sign board retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe 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 approved drawing and Technical Specification Clause 1701 Road :A-Amanpur - Sahawar Road To Sidhpura
30
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
10
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-
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
10
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-
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Shifting & replacing of existing electric poles, telephone poles & other type pole whose stiuated on the proposed way width. All expensis is inlcuding. (per no. ) Road :A-Amanpur - Sahawar Road To Sidhpura
76
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
7
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
6
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-
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Const of big size NALA ( U_ shape Drain) Earthwork in 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 materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Road :A-Amanpur - Sahawar Road To Sidhpura
850.7
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Providing concrete for plain cement concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202 & 1203. Road :A-Amanpur - Sahawar Road To Sidhpura
56.4
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Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 Road :A-Amanpur - Sahawar Road To Sidhpura
267.9
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202, & 1204. Road :A-Amanpur - Sahawar Road To Sidhpura
29.14
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Plastering with cement mortar (1:3), 12 mm thick on brick work in substructure/superstracutre as per technical specification Clauses 613.4,1204,1207.2.2,1208.4 Road :A-Amanpur - Sahawar Road To Sidhpura
940
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Cost of const. of side drains ( U_ shape Drain) Earthwork in 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 upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Road :A-Amanpur - Sahawar Road To Sidhpura
1111.76
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
206.44
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
25.48
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-
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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. use with naturally gravel RBM Road :A-Amanpur - Sahawar Road To Sidhpura
128.28
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
23.82
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-
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
2.94
-
-
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Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 with 1:3 cement Mortar. Road :A-Amanpur - Sahawar Road To Sidhpura
555.88
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
103.22
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
12.74
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-
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 Road :A-Amanpur - Sahawar Road To Sidhpura
57.73
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
10.72
-
-
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
1.32
-
-
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 Road :A-Amanpur - Sahawar Road To Sidhpura
1924.2
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
357.3
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
44.1
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Cost of const. of Cross drains Earthwork in 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 materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Road :A-Amanpur - Sahawar Road To Sidhpura
129.6
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
72
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-
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
14.4
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Providing concrete for plain cement concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202 & 1203. Road :A-Amanpur - Sahawar Road To Sidhpura
12.42
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-
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
6.9
-
-
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
1.38
-
-
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Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 Road :A-Amanpur - Sahawar Road To Sidhpura
58.32
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-
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
32.4
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-
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
6.48
-
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202, & 1204. Road :A-Amanpur - Sahawar Road To Sidhpura
8.28
-
-
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
4.6
-
-
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
0.92
-
-
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Plastering with cement mortar (1:3), 12 mm thick on brick work in substructure/superstracutre as per technical specification Clauses 613.4,1204,1207.2.2,1208.4 Road :A-Amanpur - Sahawar Road To Sidhpura
196.56
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-
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
109.2
-
-
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
21.84
-
-
... More
Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 Road :A-Amanpur - Sahawar Road To Sidhpura
10.08
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-
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Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
5.6
-
-
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Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
1.12
-
-
... More
Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 Road :A-Amanpur - Sahawar Road To Sidhpura
10.08
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
5.6
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
1.12
-
-
... More
Construction of Gule Culvert 1×450 mm dia HP for Irrigation Purpose Earthwork in 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 materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Road :A-Amanpur - Sahawar Road To Sidhpura
20.06
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
14.04
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
30.09
-
-
... More
Providing and laying Reinforced cement concrete 450 mm H.P.NP3 pipe 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 masonary works in head walls and parapets Clause 1106. Road :A-Amanpur - Sahawar Road To Sidhpura
75
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
52.5
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
112.5
-
-
... More
Laying (type B first class) bedding on well compacted sand, moorum of approved granular material as per Clause 1105(ii) including cost of materials Road :A-Amanpur - Sahawar Road To Sidhpura
13.95
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
9.77
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
20.93
-
-
... More
Cement pointing 1:3 (Cement : Coarse sand) deep variety (cut or weather) on brick work including supply of all material labour T&P etc. as per drawing & MORD Specification no. 613.3&1204. Road :A-Amanpur - Sahawar Road To Sidhpura
24.9
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
17.43
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
37.35
-
-
... More
Construction of RCC guide posts of 200 mm dia M-15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause paint with thermoplast retro reflective paint and marking at curves, CD and along water bodies. Road :A-Amanpur - Sahawar Road To Sidhpura
67
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
12
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
19
-
-
... More
Earthwork in 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 materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Road :A-Amanpur - Sahawar Road To Sidhpura ( 3.35 M Height Retaining wall)
200
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)(3.35M Height Retaining wall)
180
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)( 3.35M Height Retaining wall)
224
-
-
... More
Providing concrete for plain cement concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202 & 1203. Road :A-Amanpur - Sahawar Road To Sidhpura (( 3.35 M Height Retaining wall)
40
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)(3.35M Height Retaining wall)
36
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)( 3.35M Height Retaining wall)
44.8
-
-
... More
Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 Road :A-Amanpur - Sahawar Road To Sidhpura ( 1.5M Height Retaining wall)
410.4
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)(3.35M Height Retaining wall)
369.36
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)( 3.35M Height Retaining wall)
459.65
-
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202, & 1204. Road :A-Amanpur - Sahawar Road To Sidhpura ( 3.35 M Height Retaining wall)
3.8
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)(3.35M Height Retaining wall)
3.42
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)( 3.35M Height Retaining wall)
4.26
-
-
... More
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 technical specification Clauses 614, 709, 1204.3.7 Road :A-Amanpur - Sahawar Road To Sidhpura ( 3.35 M Height Retaining wall)
100
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)(3.35M Height Retaining wall)
90
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)( 3.35M Height Retaining wall)
112
-
-
... More
Plastering with cement mortar (1:3), 12 mm thick on brick work in substructure/superstracutre as per technical specification Clauses 613.4,1204,1207.2.2,1208.4 Road :A-Amanpur - Sahawar Road To Sidhpura ( 3.35 M Height Retaining wall)
335
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)(3.35M Height Retaining wall)
301.5
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)( 3.35M Height Retaining wall)
375.2
-
-
... More
Minor repair of existing culvert , brick work, plastering, painting, white washing etc. Cement Concrete 1:3:6 mix with cement, course sand & crushed stone aggregates 40 mm nominal size mechanically mixed vibrated in foundation up to a depth of 1.5 meters below ground level & 1.5 meter above ground bed level as per direction of Engineer In-charge MORD Spec. No. 9.3/800&1200 Road :A-Amanpur - Sahawar Road To Sidhpura
0.12
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
0.01
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
0.04
-
-
... More
Ist class brick work in 1:4 cement coarse sand mortar as per drawing & Tech Spec. Clause 600, 1202 & 1203 (including cost of materials) Road :A-Amanpur - Sahawar Road To Sidhpura
1.04
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
0.1
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
0.31
-
-
... More
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 Road :A-Amanpur - Sahawar Road To Sidhpura
227.1
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
22.71
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
68.13
-
-
... More
Printing new letter and figures of any shade with synthetic anamel paint black or any other approved colour to give an even shade as per tech specification clause 1701 (Including cost of material ) (II) English and Roman letters Road :A-Amanpur - Sahawar Road To Sidhpura
1500
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
150
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
450
-
-
... More
Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.Road :A-Amanpur - Sahawar Road To Sidhpura
150
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
36
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
47
-
-
... More
White Zebra painting line over premix carpet for Rumble Stripps, and edge line along the road carriage way in full road length for both side for road safety purpose. Qty extra for tranfers war marking 15.2 Km. × (29×5.50×0.30).=47.85 Sqm.Road :A-Amanpur - Sahawar Road To Sidhpura
3775
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
1238.83
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
1325
-
-
... More
MS Reflective Road Delineator Post Supplying and installation of delionators (road way indicators, hazard markers, object marker 80-100 cm. high above ground level, painted black and white in 15 cm. wide strips, fitted with 80 ×100 mm rectangular or 75 mm dia circular reflectorised panel at the top buried of pressed into the ground and conforming to IRC:79 and the drawing. (Rate as per PWD SOR). Road :A-Amanpur - Sahawar Road To Sidhpura
72
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
24
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
18
-
-
... More
Construction of approah / side roads from interlocking tiles. 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.WBM Grading 2 Road :A-Amanpur - Sahawar Road To Sidhpura
46.8
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
23.4
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
27.3
-
-
... More
Providing and laying of factory made 80 mm thick interlocking cement concrete tiles (30Mpa rubber moullded 4.5 kg weight)including 25 mm thick compacted bed of local sand compacting and proper embedding/laying of interlocking tiles leveling and dressing of surface to required level and slope, filling joints with local sand including the cost of material, labour T&P etc. required for proper completion of work as directed by Engineer- in Charge. Road :A-Amanpur - Sahawar Road To Sidhpura
234
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
117
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
136.5
-
-
... More
Construction of approah / side roads from Cement concrete pavement. 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.WBM Grading 2 Road :A-Amanpur - Sahawar Road To Sidhpura
35
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
28
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
21
-
-
... More
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, Road :A-Amanpur - Sahawar Road To Sidhpura
28.13
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
22.5
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
16.88
-
-
... More
Const. of approah / side roads from Bitumenious materials Construction of granular sub-base by providing well graded material, 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 Technical Specification Clause 401. BY mix in Place Method Road :A-Amanpur - Sahawar Road To Sidhpura
44.55
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
24.3
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
4.05
-
-
... More
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.WBM Grading 2 Road :A-Amanpur - Sahawar Road To Sidhpura
38.5
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
21
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
3.5
-
-
... More
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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Road :A-Amanpur - Sahawar Road To Sidhpura
38.5
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
21
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
3.5
-
-
... More
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 kg/sqm using mechanical means as per Technical Specification Clause 502 Road :A-Amanpur - Sahawar Road To Sidhpura
206.25
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
112.5
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
18.75
-
-
... More
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 Technical Specification Clause 503 (iii). Road :A-Amanpur - Sahawar Road To Sidhpura
206.25
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
112.5
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
18.75
-
-
... More
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 Type C as per Technical Specification Clause 508. Road :A-Amanpur - Sahawar Road To Sidhpura
206.25
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
112.5
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
18.75
-
-
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type c, as per Technical Specification Clause 510. Road :A-Amanpur - Sahawar Road To Sidhpura
206.25
-
-
... More
Road :B-Gorha To Sahawar (L.G.C. Pattri Km. 0.00 To 5.000)
112.5
-
-
... More
Road :C-Gorha To Sahawar (L.G.C. Pattri Km. 5.000 To 10.350)
18.75
-
-
... More
Construction of hume pipe culvert 1×600 mm dia Earthwork in 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 materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Road :A-Amanpur - Sahawar Road To Sidhpura
86.4
-
-
... More
Supplying, laying and compacting granular material under pipe as per MOST specification clause 2.2904.
23.28
-
-
... More
Providing and laying Reinforced cement concrete NP3 pipe 600 mm HP pipe 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 masonary works in head walls and parapets Clause 1106. Road :A-Amanpur - Sahawar Road To Sidhpura
80
-
-
... More
Providing concrete for plain cement concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202 & 1203. Road :A-Amanpur - Sahawar Road To Sidhpura
6.72
-
-
... More
Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 Road :A-Amanpur - Sahawar Road To Sidhpura
66.8
-
-
... More
Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4 Road :A-Amanpur - Sahawar Road To Sidhpura
100.96
-
-
... More
Plastering with cement mortar (1:3), 12 mm thick on brick work in substructure/superstracutre as per technical specification Clauses 613.4,1204,1207.2.2,1208.4 Road :A-Amanpur - Sahawar Road To Sidhpura
15.68
-
-
... More
Earthwork in 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 materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Const. of 1.50 m Span RCC Culvert Road :A-Amanpur - Sahawar Road To Sidhpura
64.71
-
-
... More
Providing concrete for plain cement concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202 & 1203. Road :A-Amanpur - Sahawar Road To Sidhpura
13.15
-
-
... More
Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 Road :A-Amanpur - Sahawar Road To Sidhpura
43.38
-
-
... More
Brick masonry work in cement mortar in substructure / superstructure complete excepting pointing and plastering, as per drawing and technical specification clauses 600, 602, 603, 604, 900, 1202, 1204 & 1208.4 Road :A-Amanpur - Sahawar Road To Sidhpura
29.68
-
-
... More
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification clauses 613.3 and 1204 Road :A-Amanpur - Sahawar Road To Sidhpura
41.93
-
-
... More
Reinforced Cement Concrete M.25 Mix (Cement C sand) with stone aggregates 20 mm nominal size Mechanically mixed and vibrated for reinforced concrete work in slab as per drawing and specification excluding steel reinforcement but including centering & shut Road :A-Amanpur - Sahawar Road To Sidhpura
3.31
-
-
... More
Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 Road :A-Amanpur - Sahawar Road To Sidhpura
3.36
-
-
... More
Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 Road :A-Amanpur - Sahawar Road To Sidhpura
6.54
-
-
... More
Brick on edge flooring in 1:4 cement and Coarse sand & pointing in 1:2 with cement and C sand mortar including supply of all material labour T & P etc. for proper completition of work as per direction of Engineer Incharge. Road :A-Amanpur - Sahawar Road To Sidhpura
45
-
-
... More
PCC Coaping 1:2:4 Cement C. Sand & 20 mm guage S/B include supply of all material Lab T&P Etc. As per direction of Eng. In-charge Road :A-Amanpur - Sahawar Road To Sidhpura
0.06
-
-
... More
Making weep holes with 100 mm dia P.V.C. Pipes includeind drilling & holes etc. Including supply of all material Lab T&P Etc. as per direction of Engr-In- Charge. Road :A-Amanpur - Sahawar Road To Sidhpura
20
-
-
... More
Plastering with cement mortar (1:3), 12 mm thick on brick work in substructure/superstracutre as per technical specification Clauses 613.4,1204,1207.2.2,1208.4 Road :A-Amanpur - Sahawar Road To Sidhpura
0.96
-
-
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