Public Works Roads Department has published Tender For Construction Of Bridge In Sonitpur District I) Br No 1/1 On Siruani Lp School To Gorali. Submission Date for this Tender is 30-04-2024. Bridge Work Tenders in sonitpur Assam. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 14-Apr-2024 | Date Corrigendum | Date | 30-04-2024 |
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | 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. |
| 3 | 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 |
| 4 | 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 |
| 5 | 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 |
| 6 | 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 |
| 7 | 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 |
| 8 | 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. |
| 9 | 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 |
| 10 | Providing and fixing of retro-reflecorised cautionary, mandatory nad informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 b) 600mm Circular |
| 11 | Providing and fixing of retro-reflecorised cautionary, mandatory nad informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 c) 600mm x 450mm Rectangular |
| 12 | 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 |
| 13 | 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. |
| 14 | 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 |
| 15 | 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. |
| 16 | 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 |
| 17 | Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification. |
| 18 | Providing and constructing one span service road to reach island location from one pier location to another pier location. i) Siruani LP School to Gorali (Bridge No. 1/1) (3x7.0m) (Box+Pile |
| 19 | Labour for taking out old piles of timber bridge with necessary sacffolding, jati bamboos, jumper ropes etc., complete and stacking them at suitable places as directed. |
| 20 | 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) |
| 21 | Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling the excavated tearth to the extent required and utilising the remaining earth locally for road work.) Ordinary Soil Upto 3m depth |
| 22 | 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. |
| 23 | Bored cast-in-situ M35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and leads (Pile diameter1000mm). |
| 24 | Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) (a) Initial and Routine load test |
| 25 | Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) (b) Lateral load test |
| 26 | Pile intrigity test Integrity testing of all pile by using pile driving analyser or equivalent as approved by Engineer- in-charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job. |
| 27 | Levelling course for Pile cap |
| 28 | Providing concrete for plain/ Reinforced Concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 With Crushed Stone PCC Grade M-15 Nominal mix (1:2.5:5) |
| 29 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification.Using Concrete Mixer |
| 30 | Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. RCC Grade M 35 Without plasticiser Using concrete mixture |
| 31 | Supplying, fitting and placing TMT (Fe-500 D) creinforcement 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 |
| 32 | 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 |
| 33 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. Height up to 5m RCC M35 Grade |
| 34 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfaces behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification |
| 35 | 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. |
| 36 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork Without Plasticiser Height 5m to 10m RCC/PSC Grade M35 |
| 37 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8.(Granular material) |
| 38 | Drainage Spouts complete as per drawing and Technical specifications. |
| 39 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. |
| 40 | PCC M15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and Technical specification clause 800 and 1211. A With Crusher Stone I Nominal Mix (1:2.5:5) |
| 41 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specifications . (a) TMT-IS 1786 (Fe-500D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/Shyam steel or equivalent) |
| 42 | 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 |
| 43 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as perrawing and Technical Specifications |
| 44 | 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 |
| 45 | Non-destructive testing with Ultrasonic Pulse velocity Meter with Data Storage facility for detection of cracks voidsand other imperfections in Reinforced concrete structures and furnishing the finding thereof in proper comprehensible format complete as directed by the Department. |
| 46 | Non-destructive testing with Rebound hammer fordetection of damage zones in Reinforced concrete structures and furnishing the finding inproper comprehensible format . |
| 47 | 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. |
| 48 | Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications. Stone/Boulder |
| 49 | Providing and laying boulder apron laid in wire crateswith4mmdiaGIwireconformingtoIS:280 and IS:4826 in 100mmx100mmmesh (woven diagonally) including 10 percent extra for lapsand joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301. |
| 50 | 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 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. |
| 51 | Construction of embankment with approved material obtained from borrow pit with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with all leads as per Technical Specification Clause 301.5. I Private Land |
| 52 | 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. |
| 53 | Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week) |
| 54 | Implementation of Environmental and Social Management PlanAmbient Air Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Two consecutive day) (Twice a week) (Biannually) for one year |
| 55 | Implementation of Environmental and Social Management PlanAmbient Air Monitoring: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year. |
| 56 | Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples) |
| 57 | Implementation of Environmental and Social Management PlanWater Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year. |
| 58 | Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). |
| 59 | Noise Monitoring: At Pre-Construction Stage At minimum 2 locations |
| 60 | Implementation of Environmental and Social Management PlanNoise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year. |
| 61 | Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). |
| 62 | Soil Monitoring At Pre-Construction Stage: At minimum 2 locations |
| 63 | Implementation of Environmental and Social Management PlanSoil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year. |
| 64 | Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). |
| 65 | Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year. |
| 66 | Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually) |
| 67 | Community meetings in village, 2 times. |
| 68 | A Provisional sum (Fixed Amount) for the items ofUtility Shifting & Tree cutting afforestation of Rs. 6,30,566.00 (not to be changed by the Bidders in BOQ) |
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