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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 CrAccepted-AOC 8TH FLOOR SETHI TRUST BUILDING UNIT II BHANGAGARH G S ROAD GUWAHATI 781005 | KAMRUP METRO | ASSAM | 781005 | ₹8.8 Cr | L1 | Accepted-AOC Awarder Bidder |
| 2 | L2₹9.8 Cr+₹94.8 L (10.8%)Rejected-Finance C O SRI BANAMALI DAS WARD NO 3 THAKURBARI ROAD P O BIJNI DIST CHIRANG ASSAM 783390 | CHIRANG | ASSAM | 783390 | ₹9.8 Cr+₹94.8 L (10.8%) | L2 | Rejected-Finance Rejected as L2 |
| Sl No | Description | Qty | Unit | kajalkrdas L2 | PRABHU AGARWALLA CONSTRUCTION PVT LTD L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, for all lead including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.
i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village | 0.13 | Ha | 1,00,000 ₹13,000 | 46,898.3 ₹6,096.78 Lowest |
| 2.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, for all lead including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.
ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School | 0.38 | Ha | 1,00,000 ₹37,700 | 46,898.3 ₹17,680.66 Lowest |
| 3.00 | 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.
ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School | 134.43 | Cum | 200 ₹26,885.4 | 60 ₹8,065.62 Lowest |
| 4.00 | 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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village | 2,758.11 | Cum | 200 ₹5,51,622.2 | 150 ₹4,13,716.65 Lowest |
| 5.00 | 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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School | 9,720.23 | Cum | 200 ₹19,44,046 | 150 ₹14,58,034.5 Lowest |
| 6.00 | 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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village | 525.45 | Cum | 200 ₹1,05,089.6 Lowest | 200 ₹1,05,089.6 Lowest |
| 7.00 | 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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School | 1,036.89 | Cum | 200 ₹2,07,378 Lowest | 200 ₹2,07,378 Lowest |
| 8.00 | 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 Material
i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village | 205.59 | Cum | 2,000 ₹4,11,170 Lowest | 2,500 ₹5,13,962.5 |
| 9.00 | 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 Material
ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School | 408.43 | Cum | 2,000 ₹8,16,862 Lowest | 2,500 ₹10,21,077.5 |
| 10.00 | 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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village | 72.26 | Cum | 3,000 ₹2,16,780 Lowest | 3,800 ₹2,74,588 |
Tender Value
₹8.5 Cr
EMD Value
₹16.9 L
Closing Date
4 Dec 2023, 2:00 pmClosed
Chief Engineer(EAP), PWRD, Assam
O/o the Chief Engineer(EAP), PWRD, Assam, Fatasil Ambari, Guwahati-25
CE/EAP/ARRBP/OCB/Bridges-2/Kamrup/15 Construction of Bridges in Kamrup district i.Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village ii.Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
2023_PWRDW_33524_9
CE/EAP/ARRBP111TENDERS2023/67
Open Tender
Civil Works
Item Rate
720 days
Kamrup
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,000
₹16.9 L
Yes
O/o the Chief Engineer(EAP), PWRD, Assam
8 Sept 2026
4 Nov 2023
4 Dec 2023
4 Nov 2023
4 Dec 2023
4 Nov 2023
4 Nov 2023 - 13 Nov 2023
13 Nov 2023
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, for all lead including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, for all lead including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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. ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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 Material i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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 Material ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
b) 600mm Circular i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
b) 600mm Circular ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
c) 600mm x 450mm Rectangular i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
c) 600mm x 450mm Rectangular ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Dismantlingof existingstructures likeculverts, bridges, retaining walls and other structure comprising of masonary, cement concrete, woodwork, steel work, including T&P and scaffoldingwherever necessary, sorting the dismantling material, disposal of unserviceable material and stacking the serviceable materialwithall lifts and lead of 1000 m as per Technical Specification Clause 202. II By Mechanical Means (B) Reinforced Cement Concrete i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Providing and constructing one span service road to reach island location from one pier location to another pier location. i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Providing and constructing one span service road to reach island location from one pier location to another pier location. ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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.) Upto 3m depth i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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.) Upto 3m depth ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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.) 3m to 6m depth ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
MS Liner for bored cat in situ concrete pile (Providing and installing 6mm MS liner for bored cast in situ concrete pile including applying protective coating as per drawing and technical specification and as directed by Engineer in Charge. i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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 & 1202. i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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-1200mm) i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) a) Initial and Routine load test i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
b) Lateral load test i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Levelling course for Pile cap i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Providing concrete for Plain/Reinforced concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203 PCC grade M15 i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification. RCC M35 i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. RCC Grade M 30 Without plasticiser Using concrete mixture i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. Well Curb RCC M35 Grade ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. Well Steining RCC M35 Grade ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. Sandy Soil Depth below bed level upto 3.0 M ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. Sandy Soil Beyond 3m upto 10m depth ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. Sandy Soil Beyond 10m upto 20m ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. Sandy Soil Depth below bed level upto 3.0 M ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. Sandy Soil Beyond 3m upto 10m depth ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. Sandy Soil Beyond 10m upto 20m depth ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. Top Plug Grade M 20 ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. Bottom Plug Grade M 20 ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Sand filling in wells complete as per drawing and technical specifications ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork Well Cap RCC M35 Grade ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Providing concrete for Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203. PCC grade M 15 ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork.RCC M30 ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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 i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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 ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35) Height upto 5m i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35) Height upto 5m ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35) Height 5m to 10m ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height upto 5 m i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height upto 5 m ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height 5 m to 10m i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height 5 m to 10m ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforcement elastomer confined withing a metal cylinder, sealing rings , dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel , meatal and elostomerelements to be as per IRC:83 part -I & II respectively and part confirming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MORT&H & S specification complete as per drawing and approved technical specification . ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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 surface 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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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 surface 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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in superstructure complete as per drawings and technical specifications clauses 1002, 1010 & 1202. i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in superstructure complete as per drawings and technical specifications clauses 1002, 1010 & 1202. ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
High tensile steel wires / stands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specification. ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork RCC GIRDERS & Slab M-35 i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork PSC GIRDERS & Slab M-40 ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8.(Granular material) i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8.(Granular material) ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Drainage Spouts complete as per drawing and Technical specifications. i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Drainage Spouts complete as per drawing and Technical specifications. ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Elastomeric Slab Seal Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specification to be installed by the manufacture / supplier or their authorisedrepresentative ensuring compliance to the manufacturers instructios for nstallation and clause 2506 of MORTS&H specification of bridge works.) i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
PCC M15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and Technical specification clause 800 and 1211. I Nominal Mix (1:2.5:5) A With Crusher Stone i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
PCC M15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and Technical specification clause 800 and 1211. I Nominal Mix (1:2.5:5) A With Crusher Stone ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Load testing of one or more spans of bridge as elected by the Engineer as per approved load test procedure following relevant IS/IRC / Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. completeas required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/ loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00mt. or part there for in the span load capacity up to 800.00 mt. i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Load testing of one or more spans of bridge as elected by the Engineer as per approved load test procedure following relevant IS/IRC / Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. completeas required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/ loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00mt. or part there for in the span load capacity up to 800.00 mt. ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Excavation for Structures (Earthwork in excavation for foundationof structuresasperdrawingand technical specifications including setting out, constructionof shoringandbracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. PCC Grade M 15 ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Sand Filling in Foundation Trenches as per Drawing & Technical Specification ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Providing and laying reinforced cement concrete pipe NP4 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. ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork.PCC Grade M15 ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Providing and laying boulder apron laid in wire crateswith4mmdiaGIwireconformingtoIS:280 and IS:4826 in 100mmx100mmmesh (woven diagonally)including10percentextraforlapsand joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301. ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.havingminimumrollwidthof5.0m treated with carbon black with physical properties as given inclauseno702.2.3. over 25mmthick 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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications Stone/Boulder ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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 than600mmwithsmaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement,wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications Stone/Boulder i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications Stone/Boulder ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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 with approved material. Depth upto 3 m i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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 with approved material. Depth upto 3 m ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications Clause 802, 803, 1202 & 1203. PCC Grade M10 i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications Clause 802, 803, 1202 & 1203. PCC Grade M10 ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. PCC Grade M15 i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. PCC Grade M15 ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. PCC Grade M15 Height upto 5m i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. PCC Grade M15 Height upto 5m ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Construction of cold weather Bamboo Bridge overall width of 3.70m and clear road way 3m with jungle wood post 20 cm to 25cm dia 5 nos. in each rows and rows being 2.1 m apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25 cm centre to centre and placed over 20cm dia,jungle wood dham , 15cm dia . jungle wood bracing collar fixed by bolts and nut , straps etc . mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38 mm thick 1 st class local wood plank fixed on 75mm x 100mm first class wood battens 120cm apart and 3 lines of jati Bambbo horizontal railing fixed in bholuka bamboo post palced at 210cm apart and white washed including all necessary nuts and bolts, coir ropes ,struts ,nail etc. complete with layers of brushwood to exposed portion out side trackway with earth topping complete as per direction of the Department. i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Construction of cold weather Bamboo Bridge overall width of 3.70m and clear road way 3m with jungle wood post 20 cm to 25cm dia 5 nos. in each rows and rows being 2.1 m apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25 cm centre to centre and placed over 20cm dia,jungle wood dham , 15cm dia . jungle wood bracing collar fixed by bolts and nut , straps etc . mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38 mm thick 1 st class local wood plank fixed on 75mm x 100mm first class wood battens 120cm apart and 3 lines of jati Bambbo horizontal railing fixed in bholuka bamboo post palced at 210cm apart and white washed including all necessary nuts and bolts, coir ropes ,struts ,nail etc. complete with layers of brushwood to exposed portion out side trackway with earth topping complete as per direction of the Department. ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Construction of embankment with approved material obtained from borrow pits with all 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 all leads & lifts as per Technical Specification Clause 301.5 i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
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. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Implementation of Environmental and Social Management Plan Ambient 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. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Implementation of Environmental and Social Management Plan Ambient Air Monitoring: At Pre-Construction Stage: At minimum 2 locations (Twice a week) ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Implementation of Environmental and Social Management Plan Ambient Air Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Two consecutive day) (Twice a week) (Biannualy) for one year ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Implementation of Environmental and Social Management Plan Ambient Air Monitoring: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year. i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Implementation of Environmental and Social Management Plan Ambient Air Monitoring: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year. ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Implementation of Environmental and Social Management Plan Water Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Implementation of Environmental and Social Management Plan Water Monitoring: At Pre-Construction Stage: At minimum 2 locations ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Implementation of Environmental and Social Management Plan Water Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Implementation of Environmental and Social Management Plan Water Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) for one year i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Implementation of Environmental and Social Management Plan Water Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) for one year ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Implementation of Environmental and Social Management Plan Noise Monitoring: At Construction Stage At minimum 2 locations incuding construction camp (Biannually) for one year i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Implementation of Environmental and Social Management Plan Noise Monitoring: At Pre-Construction Stage: At minimum 2 locations ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Implementation of Environmental and Social Management Plan Noise Monitoring: At Construction Stage At minimum 2 locations incuding construction camp (Biannually) for one year ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Implementation of Environmental and Social Management Plan Noise Monitoring: At Operation Stage At 2 locations (except monsoon) (Biannually) for one year i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Implementation of Environmental and Social Management Plan Noise Monitoring: At Operation Stage At 2 locations (except monsoon) (Biannually) for one year ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Implementation of Environmental and Social Management Plan Soil Monitoring: At Construction Stage At minimum 2 locations including construction camp (Biannually) for one year i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Implementation of Environmental and Social Management Plan Soil Monitoring: At Pre-Construction Stage: At minimum 2 locations ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Implementation of Environmental and Social Management Plan Soil Monitoring: At Construction Stage At minimum 2 locations including construction camp (Biannually) for one year ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Implementation of Environmental and Social Management Plan Soil Monitoring: At Operation Stage At 2 locations (except monsoon) (Biannually) for one year i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Implementation of Environmental and Social Management Plan Soil Monitoring: At Operation Stage At 2 locations (except monsoon) (Biannually) for one year ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Implementation of Environmental and Social Management Plan Ecology : At Construction Stage At 2 locations (Biannually) for one year i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Implementation of Environmental and Social Management Plan Ecology : At Construction Stage At 2 locations (Biannually) for one year ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Implementation of Environmental and Social Management Plan Ecology : At Operation Stage At 2 locations (Biannually) for one year i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Implementation of Environmental and Social Management Plan Ecology : At Operation Stage At 2 locations (Biannually) for one year ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
Community Meetings in Village, 2 Times i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
Community Meetings in Village, 2 Times ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
A Provisional sum (Fixed Amount) for the items of Tree cutting afforestation of Rs. 15,21,899.00 (not to be changed by the Bidders in BOQ) i) Br. No. 1/1 on Kolajol Balahati Road to Bhairabeswari Mandir Road at Behbari Village
A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree cutting afforestation of Rs. 7,52,798.00 (not to be changed by the Bidders in BOQ) ii) Br. No. 2/2 on Dhuhi Jahnabari Bagals Road to Harmabari Milan LP School
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