Public Works Roads Department Tender
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Costs
EMD
₹ 5,64,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Udalguri District I.br. No. 2/1 On Banseria To Pachim Hahini Road Ii. Br. No. 2/1 On Palashbasti To Tekelibill Village
Description
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Contact
Tender Id
2024_PWRDW_36849_14Bid Award Id
ViewTender No
RFB No. CEEAPARRBP111TENDERS2024-41Tender Authority
Public Works Roads Department ViewPurchaser Address
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Documents
BOQ Items
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accrodance with requirements of lines, grades and cross-sections. i) Br. No. 2/1 on Banseria to Pachim Hahini Road
119.97
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Construction of embankment with approved material obtained from borrow pits with all lift , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads & lifts as per Technical Specification Clause 301.5 i. Private Land ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
2309.06
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Construction of embankment with approved material obtained from borrow pits with all lift , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads & lifts as per Technical Specification Clause 301.5 i. Private Land i) Br. No. 2/1 on Banseria to Pachim Hahini Road
1874.58
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Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreaing, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1 i. Private Land ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
528.07
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Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreaing, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1 i. Private Land i) Br. No. 2/1 on Banseria to Pachim Hahini Road
417.93
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Construction of granular sub-base by providing well grade material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Materia ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
209.96
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Construction of granular sub-base by providing well grade material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Materia i) Br. No. 2/1 on Banseria to Pachim Hahini Road
166.12
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Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405 For Grading II Material ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
71.84
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Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405 For Grading II Material i) Br. No. 2/1 on Banseria to Pachim Hahini Road
56.73
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Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405 For Grading III Material ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
71.84
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Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405 For Grading III Material i) Br. No. 2/1 on Banseria to Pachim Hahini Road
56.73
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Providing and laying of interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per drawing and technical specification clause 1504 complete including carriage. A) Including Edge block/ Edge restraints. ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
922.09
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Providing and laying of interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per drawing and technical specification clause 1504 complete including carriage. A) Including Edge block/ Edge restraints.
i) Br. No. 2/1 on Banseria to Pachim Hahini Road
728.03
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Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 a) 600mm Equilateral triangle ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
2
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Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 a) 600mm Equilateral triangle i) Br. No. 2/1 on Banseria to Pachim Hahini Road
2
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Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 b) 600mm Circular ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
2
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Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 b) 600mm Circular i) Br. No. 2/1 on Banseria to Pachim Hahini Road
2
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Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 c) 600mm x 450mm Rectangular ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
2
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Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 c) 600mm x 450mm Rectangular i) Br. No. 2/1 on Banseria to Pachim Hahini Road
2
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Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm 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 ready mixed synthetic enamel paint of superior quality in required shade and colour. 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 ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
1
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Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm 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 ready mixed synthetic enamel paint of superior quality in required shade and colour. 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 i) Br. No. 2/1 on Banseria to Pachim Hahini Road
1
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications. ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
6.61
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications. i) Br. No. 2/1 on Banseria to Pachim Hahini Road
6.01
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Providing and fixing of road stud 100x100 mm die cast in aluminium, restant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic suface by drilling holes 30 mm upto a depth of 600mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973 ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
8
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Providing and fixing of road stud 100x100 mm die cast in aluminium, restant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic suface by drilling holes 30 mm upto a depth of 600mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973 i) Br. No. 2/1 on Banseria to Pachim Hahini Road
8
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Reinforced cement concrete M15 grade of boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering as per drawing and technical specification clause 1704. ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
24
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Reinforced cement concrete M15 grade of boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering as per drawing and technical specification clause 1704. i) Br. No. 2/1 on Banseria to Pachim Hahini Road
18
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
80
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 i) Br. No. 2/1 on Banseria to Pachim Hahini Road
80
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Labour for taking out old piles of timber bridge with necessary sacffolding, jati bamboos, jumper ropes etc., complete and stacking them at suitable places as directed. ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
8
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Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department) ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
22.2
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Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification. ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
2
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Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification. i) Br. No. 2/1 on Banseria to Pachim Hahini Road
2
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Providing and constructing one span service road to reach island location from one pier location to another pier location. ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
20
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Providing and constructing one span service road to reach island location from one pier location to another pier location. i) Br. No. 2/1 on Banseria to Pachim Hahini Road
20
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Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling the excavated tearth to the extent required and utilising the remaining earth locally for road work.) Ordinary Soil Upto 3m depth ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
591.76
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Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling the excavated tearth to the extent required and utilising the remaining earth locally for road work.) Ordinary Soil Upto 3m depth i) Br. No. 2/1 on Banseria to Pachim Hahini Road
468.92
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
20.28
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. i) Br. No. 2/1 on Banseria to Pachim Hahini Road
17.08
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Levelling course for Pile cap ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
4.28
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Levelling course for Pile cap i) Br. No. 2/1 on Banseria to Pachim Hahini Road
4.28
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Providing concrete for plain/ Reinforced Concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203.
With Crushed Stone PCC Grade M-15 Nominal mix (1:2.5:5) ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
16.81
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Providing concrete for plain/ Reinforced Concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203.
With Crushed Stone PCC Grade M-15 Nominal mix (1:2.5:5) i) Br. No. 2/1 on Banseria to Pachim Hahini Road
13.72
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Bored cast-in-situ M35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and leads (Pile diameter1000mm)
ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
156
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Bored cast-in-situ M35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and leads (Pile diameter 1000mm) i) Br. No. 2/1 on Banseria to Pachim Hahini Road
132
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Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) (a) Initial and Routine load test ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
600
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Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) (a) Initial and Routine load test i) Br. No. 2/1 on Banseria to Pachim Hahini Road
600
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Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) (b) Lateral load test ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
50
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Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) (b) Lateral load test i) Br. No. 2/1 on Banseria to Pachim Hahini Road
50
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Pile intrigity test Integrity testing of all piles by using pile driving analyser or equivalent as approved by Engineer-in-Charge and detailed in specification. Test to be carried out by an approved reputed agency item to include all out incidental work to execute the job. ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
8
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Pile intrigity test Integrity testing of all piles by using pile driving analyser or equivalent as approved by Engineer-in-Charge and detailed in specification. Test to be carried out by an approved reputed agency item to include all out incidental work to execute the job. i) Br. No. 2/1 on Banseria to Pachim Hahini Road
8
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Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork Without Plasticiser RCC Grade M-35 Using Concrete Mixer ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
111.28
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Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork Without Plasticiser RCC Grade M-35 Using Concrete Mixer i) Br. No. 2/1 on Banseria to Pachim Hahini Road
90.87
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Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification.
Using Concrete Mixer ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
66.3
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Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification.
Using Concrete Mixer i) Br. No. 2/1 on Banseria to Pachim Hahini Road
66.3
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202. ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
8.53
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-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202. i) Br. No. 2/1 on Banseria to Pachim Hahini Road
7.69
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Providing weep holes 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 structure with slope of 1V :20H towards drawing face complete as per drawing and Technical Specifications clauses 614, 709, 1204.3.7 ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
26
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Providing weep holes 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 structure with slope of 1V :20H towards drawing face complete as per drawing and Technical Specifications clauses 614, 709, 1204.3.7 i) Br. No. 2/1 on Banseria to Pachim Hahini Road
24
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specification and steel shuttering formwork Without Plasticiser RCC Grade M35 Height upto 5m Using Concrete Mixer RCC M35 - BOX BRIDGE ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
134.54
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specification and steel shuttering formwork Without Plasticiser RCC Grade M35 Height upto 5m Using Concrete Mixer RCC M35 - BOX BRIDGE i) Br. No. 2/1 on Banseria to Pachim Hahini Road
116.54
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. A Granular Material ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
227.62
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. A Granular Material i) Br. No. 2/1 on Banseria to Pachim Hahini Road
206.46
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfaces behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
80.1
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfaces behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification i) Br. No. 2/1 on Banseria to Pachim Hahini Road
72.65
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork. Without Plasticiser RCC/PSC Grade M35 Using Concrete Mixer For Solid Slab Superstructure - Height 5m to 10m ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
137.88
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork. Without Plasticiser RCC/PSC Grade M35 Using Concrete Mixer For Solid Slab Superstructure - Height 5m to 10m i) Br. No. 2/1 on Banseria to Pachim Hahini Road
122.5
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in foundation complete as per drawings and technical specifications clauses 1002, 1000 & 1202. ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
7.55
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-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in foundation complete as per drawings and technical specifications clauses 1002, 1000 & 1202. i) Br. No. 2/1 on Banseria to Pachim Hahini Road
6.99
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PCC M15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and Technical specification clause 800 and 1211. A With Crusher Stone I Nominal Mix (1:2.5:5) ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
7.54
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PCC M15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and Technical specification clause 800 and 1211. A With Crusher Stone I Nominal Mix (1:2.5:5) i) Br. No. 2/1 on Banseria to Pachim Hahini Road
7.54
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Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications.[TMT-IS 1786 (Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent)].
ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
15.75
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Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications.[TMT-IS 1786 (Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent)]. i) Br. No. 2/1 on Banseria to Pachim Hahini Road
15.75
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-
Drainage Spouts complete as per drawing and Technical specifications.
ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
10
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Drainage Spouts complete as per drawing and Technical specifications. i) Br. No. 2/1 on Banseria to Pachim Hahini Road
9
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-
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
17
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-
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. i) Br. No. 2/1 on Banseria to Pachim Hahini Road
17
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-
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade Concrete with HYSD Reinforcement conforming to IRC:21 and dowel bar 25mm dia, asphalt filler board, keyed to the structure on whih it is built and installed as per design given in the enclouser to MORT&H circular no. RW/NH-33022/1/94-DO IIIdated June 1994 as per dimension in the approved drawing and at location directed by teh engineer, all as specified. M 40 grade concrete ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
82.1
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Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade Concrete with HYSD Reinforcement conforming to IRC:21 and dowel bar 25mm dia, asphalt filler board, keyed to the structure on whih it is built and installed as per design given in the enclouser to MORT&H circular no. RW/NH-33022/1/94-DO IIIdated June 1994 as per dimension in the approved drawing and at location directed by teh engineer, all as specified. M 40 grade concrete i) Br. No. 2/1 on Banseria to Pachim Hahini Road
73.46
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
18.56
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications i) Br. No. 2/1 on Banseria to Pachim Hahini Road
16.88
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Painting Two Coats on New Concrete Surfaces 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 ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
217.74
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Painting Two Coats on New Concrete Surfaces 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 i) Br. No. 2/1 on Banseria to Pachim Hahini Road
194.98
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Non-destructive testing with Ultrasonic Pulse velocity Meter with Data Storage facility for detection of cracks voids and other imperfections in Reinforced concrete structures and furnishing the finding thereof in proper comprehensible format complete as directed by the Department.
ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
3
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Non-destructive testing with Ultrasonic Pulse velocity Meter with Data Storage facility for detection of cracks voids and other imperfections in Reinforced concrete structures and furnishing the finding thereof in proper comprehensible format complete as directed by the Department. i) Br. No. 2/1 on Banseria to Pachim Hahini Road
3
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Non-destructive testing with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format . ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
3
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Non-destructive testing with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format . i) Br. No. 2/1 on Banseria to Pachim Hahini Road
3
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Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete. ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
201.48
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Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete. i) Br. No. 2/1 on Banseria to Pachim Hahini Road
181.25
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Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications clause 1302. I Stone/Boulder ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
60.44
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Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications clause 1302. I Stone/Boulder i) Br. No. 2/1 on Banseria to Pachim Hahini Road
54.37
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Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301. ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
14.05
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Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301. i) Br. No. 2/1 on Banseria to Pachim Hahini Road
13.33
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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. 1200 mm dia ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
15
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Construction of embankment with approved material obtained from borrow pit with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with all leads as per Technical Specification Clause 301.5. I Private Land ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
179.85
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Planting of trees and their Maintenance for three year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/ sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three year. ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
20
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Planting of trees and their Maintenance for three year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/ sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three year. i) Br. No. 2/1 on Banseria to Pachim Hahini Road
20
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Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week) ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
4
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Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week) i) Br. No. 2/1 on Banseria to Pachim Hahini Road
4
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Implementation of Environmental and Social Management PlanAmbient Air Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Two consecutive day) (Twice a week) (Biannually) for one year ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
8
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Implementation of Environmental and Social Management PlanAmbient Air Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Two consecutive day) (Twice a week) (Biannually) for one year i) Br. No. 2/1 on Banseria to Pachim Hahini Road
8
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Implementation of Environmental and Social Management PlanAmbient Air Monitoring: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year. ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
8
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Implementation of Environmental and Social Management PlanAmbient Air Monitoring: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year. i) Br. No. 2/1 on Banseria to Pachim Hahini Road
8
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Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples) ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
2
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Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples) i) Br. No. 2/1 on Banseria to Pachim Hahini Road
2
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Implementation of Environmental and Social Management PlanWater Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year. ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
4
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Implementation of Environmental and Social Management PlanWater Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year. i) Br. No. 2/1 on Banseria to Pachim Hahini Road
4
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-
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
4
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-
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). i) Br. No. 2/1 on Banseria to Pachim Hahini Road
4
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Noise Monitoring: At Pre-Construction Stage At minimum 2 locations ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
2
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Noise Monitoring: At Pre-Construction Stage At minimum 2 locations i) Br. No. 2/1 on Banseria to Pachim Hahini Road
2
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Implementation of Environmental and Social Management PlanNoise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year. ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
4
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Implementation of Environmental and Social Management PlanNoise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year. i) Br. No. 2/1 on Banseria to Pachim Hahini Road
4
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-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
4
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-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). i) Br. No. 2/1 on Banseria to Pachim Hahini Road
4
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Soil Monitoring At Pre-Construction Stage: At minimum 2 locations ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
2
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Soil Monitoring At Pre-Construction Stage: At minimum 2 locations i) Br. No. 2/1 on Banseria to Pachim Hahini Road
2
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Implementation of Environmental and Social Management PlanSoil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year. ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
4
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Implementation of Environmental and Social Management PlanSoil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year. i) Br. No. 2/1 on Banseria to Pachim Hahini Road
4
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Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
4
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-
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). i) Br. No. 2/1 on Banseria to Pachim Hahini Road
4
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-
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
4
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-
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year i) Br. No. 2/1 on Banseria to Pachim Hahini Road
4
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Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually) ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
4
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Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually) i) Br. No. 2/1 on Banseria to Pachim Hahini Road
4
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Community meetings in village, 2 times. ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
2
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Community meetings in village, 2 times. i) Br. No. 2/1 on Banseria to Pachim Hahini Road
2
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A Provisional sum (Fixed Amount) for the item of Utility Shifting of Rs. 10,000.00(not to be changed by the Bidders in BOQ) ii) Br. No. 2/1 on Palashbasti to Tekelibill Village Road
1
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A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree Cutting of Rs. 13,30,970.00 (not to be changed by the Bidders in BOQ) i) Br. No. 2/1 on Banseria to Pachim Hahini Road
1
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