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
₹ 11,43,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridge In Hojai District I.br. No. 1/1 On Doboka Jamunamukh Road To Baliram Pathar
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
2024_PWRDW_37231_6Bid Award Id
ViewTender No
RFB No CEEAPARRBP01Tenders2024/21Tender 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
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-1200mm)
771
-
-
Providing placing and driving in position for RCC piles 6mm permanent M.S Liner upto required depth including fabricating and setting out as per detailed drawing
16.47
-
-
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
1267.66
-
-
Levelling course for Pile cap
40.18
-
-
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)
536.62
-
-
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications
Piles & Pile caps
176.57
-
-
Plain/Reinforced cement concrete,(Return wall/Retaining Wall Foundation & Stem, Abutment shafts & Pier, Piercap and Abutment cap) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M35 b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump
128.06
-
-
Plain/Reinforced cement concrete,(U return wall) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M25 b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump
164.23
-
-
Plain/Reinforced cement concrete, (Pedestal & Sesmic Arrestor) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M40 Using Batching Plant, Transit Mixer and Concrete Pump Height 5m to 10m
5.44
-
-
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)
Abutment,Dirt wall ,Pedestal,Sesmic arrestor,Riding Return wall, Fly Return wall
55.59
-
-
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.
116.2
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material
550.13
-
-
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 specifications (1000 mm c/c)
260
-
-
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within 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 elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification.
1560
-
-
Rebound Hammer test Non-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format.
6
-
-
Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department
6
-
-
Plain/Reinforced cement concrete, (PSC I Girder) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser D. PSC Grade M40 Case II Using Batching Plant, Transit Mixer and Concrete Pump
II. For T-beam & slab
b Height 5m to 10m
176.42
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.Without Plasticiser M35 Deck Slab & M35 RCC Crosss Girder Height 5m to 10m
Case II Using Batching Plant, Transit Mixer and Concrete Pump
137.64
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
7.98
-
-
Reinforced cement concrete approach slab (M30) 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)
15.96
-
-
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.
148.5
-
-
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
10.06
-
-
Reinforcement in Super Structure: Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
30.02
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
38
-
-
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
5344.5
-
-
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).
25.5
-
-
Providing and fixing drainage spouts as per MORT & H specifications.
24
-
-
Span Load Test
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 analyzing 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 upto 800.00 mt
1
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
150 mm thk Granular material
168.04
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
300 mm thick boulder pitching
383.53
-
-
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
175.33
-
-
Reconstruction of Brick wall
Excavation for wall
210.62
-
-
Reconstruction of Brick wall
backfilling
309.27
-
-
Reconstruction of Brick wall
Existing wall - Brick work
45.67
-
-
Reconstruction of Brick wall
Tie Beams
7.49
-
-
Reconstruction of Brick wall
Pillers between walls
9.56
-
-
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.
0.24
-
-
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
5088.2
-
-
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
205.49
-
-
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.
1385.18
-
-
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.
228.02
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
By Mechanical Means
106.88
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
By Mechanical Means
106.88
-
-
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.
1425
-
-
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.
3981.24
-
-
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) 600mm equilateral triangle
4
-
-
ii) 600mm circular
2
-
-
iii) 800mm x 600mm rectangular
2
-
-
Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash
Barrier (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 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.)
80
-
-
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
64.8
-
-
Tree Plantation
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.
6
-
-
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.
84
-
-
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)
60
-
-
Dismantling of Existing wall
Excavation for wall
346.16
-
-
Dismantling of Existing wall
backfilling
337.97
-
-
Dismantling of Existing wall
Existing wall - Brick work
49.94
-
-
Dismantling of Existing wall
Tie Beams
8.19
-
-
Dismantling of Existing wall
Pillers between walls
10.5
-
-
Construction 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 apartand 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.
70
-
-
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
175
-
-
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.
105
-
-
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.
53
-
-
Implementation of Environmental and Social Management Plan
Air quality monitoring At 3 locations for 2seasons for 2 consecutive years. (Construction Stage)
12
-
-
Implementation of Environmental and Social Management Plan
Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage)
6
-
-
Implementation of Environmental and Social Management Plan
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years.
(Construction Stage)
12
-
-
Implementation of Environmental and Social Management Plan
Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage)
6
-
-
Implementation of Environmental and Social Management Plan
Noise quality monitoring at 3 Locations for 2 seasons for 2 consecutive years. (Construction Stage)
12
-
-
Implementation of Environmental and Social Management Plan
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
6
-
-
Implementation of Environmental and Social Management Plan
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
12
-
-
Implementation of Environmental and Social Management Plan
Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage)
6
-
-
Training related to Capacity Building
2
-
-
A Provisional sum (fixed amount) for items of tree felling/plantation of Rs. 1,17,505.00 (not to be changed by the Bidder in BOQ)
1
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements