Public Works Roads Department Tender
BidAssist is a very user-friendly website which helps in finding the specific Assam e-tender that one is looking for. For getting any information or detail about any e-tender the Assam government must have posted, BidAssist is designed in such a manner so as to provide information on all government tenders in one place without any inconvenience.
Costs
EMD
₹ 6,98,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridge In Chirang District I) Br No 1/1 On Uttar Islakata To Dorogaon Village Road Ii) Br No 1/1 On Khamarpara To Tengnamari Road
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_PWRDW_42291_5Tender No
CEEAPARRBP111Tenders2024Pt-I40Tender Authority
Public Works Roads Department ViewPurchaser Address
-
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B . Mechanical Means, (II) With dewatering (i) Depth upto 3 m
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
94.73
-
-
... More
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm)
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
172.84
-
-
... More
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser, PCC Grade M15 for Pile Cap
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
8.72
-
-
... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. RCC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
122.67
-
-
... More
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
25.2
-
-
... More
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 Uttar Islakata to Dorogaon Village Road
1000
-
-
... More
b) Lateral load test
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
100
-
-
... More
Integrity testing of pile using pile driving analyser or equivalent as approved by Engineer in charge and detailed in specification. Test to be carried out by approved reputed agency. Item to be include all incidental work to execute the job.
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
4
-
-
... More
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork, Without plasticiser, RCC Grade M35, With Batching Plant, Transit Mixer and Concrete Pump Height upto 5m
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
40.97
-
-
... More
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
9.37
-
-
... More
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 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
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
29.96
-
-
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification b) Sandy material
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
77.57
-
-
... More
Providing weep holes in Brick 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 foce. Complete as per drawing and Technical specification.
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
9
-
-
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure Without plasticiser, RCC Grade M35, as per drawing and Technical Specification' including steel shuttering formwork. Using Batching Plant, Transit Mixer and Concrete Pump
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
121.64
-
-
... More
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA / SAIL / Esser Steel / Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
7.6
-
-
... More
P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 a) With crushed stone Nominal mix (1:2.5:5)
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
5.44
-
-
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
17.85
-
-
... More
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
17
-
-
... More
Drainage Spouts complete as per drawing and Technical specification
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
4
-
-
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
12.88
-
-
... More
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
45.8
-
-
... More
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For Plain surface i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
89.31
-
-
... More
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 thereof in proper comprehensible format, complete as directed by the Department.
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
12
-
-
... More
Non-Destructive testing with Rebound Hammer for detection of damage zone in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
20
-
-
... More
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B . Mechanical Means, (I) Without dewatering (i) Depth upto 3 m
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
10.17
-
-
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
55.88
-
-
... More
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. 1/1 on Uttar Islakata to Dorogaon Village Road
124.61
-
-
... More
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser, PCC Grade M15 for Toe Wall
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
12.72
-
-
... More
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
0.18
-
-
... More
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
558.81
-
-
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
1634.12
-
-
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
439.73
-
-
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 .
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
211.26
-
-
... More
WBM Grading 2 , Using stone screening Type-B 11.2 mm for Gr.II - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual Means
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
78.19
-
-
... More
WBM Grading 3 , Using stone screening Type-B 11.2 mm for Gr.III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual Means
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
78.19
-
-
... More
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
986.9
-
-
... More
Soil/ Sub-Grade stabilisation using non-woven Geo-Textiles/ Geo- Grids 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 Uttar Islakata to Dorogaon Village Road
618.75
-
-
... More
Providing approved variety of vetiver plantation certified by The Vetiver Network International (TVNI) or its affiliate in India including pouching of tiller with selected soil for agricultural use mixed with farmyard manure in 8”x 6” poly pouch, maintaining the pouched plants for at least 1(one) month with application of growth promoter, fertilizer, watering, weeding etc., dressing of the area of plantation, planting the pouched plants as per design approved by The Vetiver Network International (TVNI) or its affiliate in India. (Excluding jungle clearance, earth work in trimming, cutting, filling etc.) and Maintenance of the vetiver plants by watering, pruning, weeding, mulching, application of manure, fertilizer, growth promoter etc. for 4 (four) months after completion of plantation.
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
618.75
-
-
... More
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars / local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
28
-
-
... More
Providing and fixing of typical PMGSY 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 5m 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 75 mm of 12 SWG sheet tubes posts duly embedded 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 Uttar Islakata to Dorogaon Village Road
1
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
900mm equilateral triangle i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
4
-
-
... More
600mm x 600mm square
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
4
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
27.8
-
-
... More
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 Mort&H specifications
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
46
-
-
... More
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 guatrd and maintaining the plants for three year.
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
46
-
-
... More
Air quality monitoring at 3 locations for 1 season for 1 year. (Pre-Construction Stage)
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
3
-
-
... More
Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
12
-
-
... More
Air quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
6
-
-
... More
Water quality monitoring at 3 locations for 1 season for 1 year. (Pre-Construction Stage)
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
3
-
-
... More
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
12
-
-
... More
Water quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
6
-
-
... More
Noise quality monitoring at 3 locations for 1 season for 1 year. (Pre-Construction Stage)
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
3
-
-
... More
Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
12
-
-
... More
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
6
-
-
... More
Soil quality monitoring at 3 locations for 1 season for 1 year. (Pre-Construction Stage)
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
3
-
-
... More
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
12
-
-
... More
Soil quality monitoring at 3 locations for 2 seasons for 1 year (Operation Stage)
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
6
-
-
... More
Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed.
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
25
-
-
... More
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. 1/1 on Khamarpara to Tengnamari Road
25
-
-
... More
onstruction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. 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 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department. ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
25
-
-
... More
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B . Mechanical Means, (I) Without dewatering (i) Depth upto 3 m
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
98.87
-
-
... More
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm)
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
172.8
-
-
... More
Levelling Coarse for Pile Cap
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
9.43
-
-
... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. RCC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
159.73
-
-
... More
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
40.22
-
-
... More
Pile load test on single vertical pile in accordance with IS:2911(Part-IV).
a). Initial and Routine load test.
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
1000
-
-
... More
b) Lateral load test
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
100
-
-
... More
Integrity testing of pile using pile driving analyser or equivalent as approved by Engineer in charge and detailed in specification. Test to be carried out by approved reputed agency. Item to be include all incidental work to execute the job.
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
4
-
-
... More
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork, Without plasticiser, RCC Grade M35, With Batching Plant, Transit Mixer and Concrete Pump Height upto 5m
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
73.51
-
-
... More
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
8.21
-
-
... More
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.
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
153600
-
-
... More
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 the abutment, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
65.84
-
-
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification b) Sandy material
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
113.6
-
-
... More
Providing weep holes in Brick 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 specification.
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
36
-
-
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure Without plasticiser, RCC Grade M35, as per drawing and Technical Specification' including steel shuttering formwork. Using Batching Plant, Transit Mixer and Concrete Pump
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
165.03
-
-
... More
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA / SAIL / Esser Steel / Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
25.48
-
-
... More
Load testing of one or more spans of bridge as selected 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 analysing the load testing results including all leads and lifts etc. complete as 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. 1/1 on Khamarpara to Tengnamari Road
1
-
-
... More
P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 a) With crushed stone Nominal mix (1:2.5:5)
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
5.61
-
-
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
17.85
-
-
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 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 instruction for installation).
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
17
-
-
... More
Drainage Spouts complete as per drawing and Technical specification
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
10
-
-
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
18.34
-
-
... More
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
65.2
-
-
... More
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For Plain surface ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
127.14
-
-
... More
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 thereof in proper comprehensible format, complete as directed by the Department.
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
6
-
-
... More
Non-Destructive testing with Rebound Hammer for detection of damage zone in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
10
-
-
... More
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B . Mechanical Means, (I) Without dewatering (i) Depth upto 3 m
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
11.94
-
-
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
25.22
-
-
... More
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. 1/1 on Khamarpara to Tengnamari Road
83.31
-
-
... More
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser, PCC Grade M15 for Toe Wall
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
11.08
-
-
... More
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
0.31
-
-
... More
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
575.67
-
-
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
4036.5
-
-
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
553.61
-
-
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 .
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
265.98
-
-
... More
WBM Grading 2 , Using stone screening Type-B 11.2 mm for Gr.II - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual Means
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
98.44
-
-
... More
WBM Grading 3 , Using stone screening Type-B 11.2 mm for Gr.III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual Means
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
98.44
-
-
... More
Providing and laying interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
1242.5
-
-
... More
Soil/ Sub-Grade stabilisation using non-woven Geo-Textiles/ Geo- Grids 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. 1/1 on Khamarpara to Tengnamari Road
1626.87
-
-
... More
Providing approved variety of vetiver plantation certified by The Vetiver Network International (TVNI) or its affiliate in India including pouching of tiller with selected soil for agricultural use mixed with farmyard manure in 8”x 6” poly pouch, maintaining the pouched plants for at least 1(one) month with application of growth promoter, fertilizer, watering, weeding etc., dressing of the area of plantation, planting the pouched plants as per design approved by The Vetiver Network International (TVNI) or its affiliate in India. (Excluding jungle clearance, earth work in trimming, cutting, filling etc.) and Maintenance of the vetiver plants by watering, pruning, weeding, mulching, application of manure, fertilizer, growth promoter etc. for 4 (four) months after completion of plantation.
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
1626.87
-
-
... More
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars / local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
74
-
-
... More
Providing and fixing of typical PMGSY 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 5m 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 75 mm of 12 SWG sheet tubes posts duly embedded 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. 1/1 on Khamarpara to Tengnamari Road
1
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
900mm equilateral triangle
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
4
-
-
... More
600mm x 600mm square
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
4
-
-
... More
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 Mort&H specifications
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
52.5
-
-
... More
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
92
-
-
... More
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 manure, planting the saplings, backfilling the trenches, watering , fixing the tree guards and maintaining the plants for three year.
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
58
-
-
... More
Air quality monitoring at 3 locations for 1 season for 1 year. (Pre-Construction Stage)
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
3
-
-
... More
Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
12
-
-
... More
Air quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
6
-
-
... More
Water quality monitoring at 3 locations for 1 season for 1 year. (Pre-Construction Stage)
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
3
-
-
... More
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
12
-
-
... More
Water quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
6
-
-
... More
Noise quality monitoring at 3 locations for 1 season for 1 year. (Pre-Construction Stage)
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
3
-
-
... More
Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
12
-
-
... More
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
6
-
-
... More
Soil quality monitoring at 3 locations for 1 season for 1 year. (Pre-Construction Stage)
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
3
-
-
... More
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
12
-
-
... More
Soil quality monitoring at 3 locations for 2 seasons for 1 year (Operation Stage)
ii) Br. No. 1/1 on Khamarpara to Tengnamari Road
6
-
-
... More
A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree Cutting and Compensatory Aforestation of Rs. 2,83,539.00 (not to be changed by the Bidders in BOQ)
i) Br. No. 1/1 on Uttar Islakata to Dorogaon Village Road
1
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements