Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC | ₹1.8 Cr | L1 | Accepted-AOC agreement executed |
| 2 | L2₹1.9 CrRejected-AOC | ₹1.9 Cr | L2 | Rejected-AOC Rejected |
| 3 | L3₹2.0 CrRejected-Finance ANJILIMOOTTIL ASOKAPURAM AE LSGD EDATHALA EDATHALA GRAMA PANCHAYATH EDATHALA PO | ₹2.0 Cr | L3 | Rejected-Finance L1,L2 Admitted |
| Sl No | Description | Qty | Unit | BENNYTHOMAS L2 | ABDUL RASHEED A I L3 | jazir sabah L1 |
|---|---|---|---|---|---|---|
| 1.00Appendix-A | ||||||
| 1.01 | Expansion joint 2" thickness using aluminium strip dura rod, poly sulphide sealment for 1" expansion joint. | 45 | m | 5,800 ₹2.6 L | 5,980 ₹2.7 L | 4,800 ₹2.2 L |
| 1.02 | Earth filling with contractors own good gravelly earth cut and conveyed from out side with all leads and lifts involved for forming the embankment of approach road by spreading in horizontal layers of uniform thickness over the full width drying or watering as the case may be scarifying to get uniform optimum moisture content and compacting in layers not exceeding 25cm ( loose thickness ) using power roller to correct profiles and formation levels satisfying compaction tests including trimming slopes to line and levels etc. complete as per IRC specification. | 1,610.19 | cum | 1,500 ₹24.2 L | 1,547 ₹24.9 L | 1,350 ₹21.7 L |
| 1.03 | Construction of Granular Sub-Base by providing close graded Material of grading II - 26.5 mm to 9.5 mm @ 35 per cent, 9.5 mm to 2.36 mm @ 25 per cent and 2.36 mm below @ 40 per cent - mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, etc. complete as per clause 401 of MORTH specification | 639.38 | cum | 4,200 ₹26.9 L | 4,330 ₹27.7 L | 3,900 ₹24.9 L |
| 1.04 | Providing , laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, lying in uniform layers with paver in sub base /base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MORTH specification. | 511.5 | cum | 4,100 ₹21.0 L | 4,227 ₹21.6 L | 3,990 ₹20.4 L |
| 2.00Appendix-B | ||||||
| 2.01 | Application of two coats of elastic elastomeric membrance coating with breathing properties over one coating with breathing properties over one coat of primer, the system should be made of water based acrylic polymer with selected mineral fillers and should be ultra-violet resistant, crack bridging type carbonation resistant, water proofing coating the consumption should be in suitable approximately 450 gm/m2 (two coats) for the polyer coating the 100gm/m2 for the primer, polymer coating should be in suitable approved shades the dust particles of the concrete slow with wire brush and water labour for applying the above coating, scaffolding charges all inclusive taxes etc. complete. | 1,502.1 | sqm | 850 ₹12.8 L | 876 ₹13.2 L | 900 ₹13.5 L |
| 2.02 | Earth work excavation in ordinary soil for foundation of retaining wall, approach slab etc. and using the spoil for back filling with all leads and lifts involved including breaking clods, watering, ramming and sectioning of spoil bank etc. complete as per the direction of deptl.officers at site. | 226.3 | cum | 360 ₹81,468 | 371 ₹83,957.30 | 266 ₹60,195.80 |
| 2.03 | Supplying Driving down coconut piles 200mm to 300mm dia to approved lines and levels through various strata including all hire and labour charges for fixing staying plat form and all other appliances for pile driving after pointing the bottom and up to 8m depth below ground level including all cost, conveyance labour charges etc. complete. | 780 | metre | 850 ₹6.6 L | 876 ₹6.8 L | 800 ₹6.2 L |
| 2.04 | Dry rubble packing for retaining wall including all cost, conveyance and packing to proper lines and levels etc. complete as per the direction of deptl. Officers. | 60.75 | cum | 3,600 ₹2.2 L | 3,712 ₹2.3 L | 3,500 ₹2.1 L |
Tender Value
₹1.3 Cr
EMD Value
₹50,000
Closing Date
28 Jun 2025, 11:00 amClosed
Superintending Engineer, PWD Bridges,North Circle
Office of the Superintending Engineer, PWD Bridges , North Circle, Thondayad, Kozhikode 673017
Budget work-2013-14 Construction of Thathappilly Valluvally bridge at North Paravur constituency in Ernakulam District - Balance Work
2025_PWD_768436_1
TR/BR/2025/TV/BAL
Open Tender
Civil Works - Bridges
180 days
Thathappilly, North Paravur
Please refer Tender documents.
9 documents required · 9 mandatory
₹5,551
Yes
₹50,000
Yes
19 Feb 2026
13 Jun 2025
30 Jun 2025
13 Jun 2025
28 Jun 2025
13 Jun 2025
Amount
Appendix-A
Expansion joint 2" thickness using aluminium strip dura rod, poly sulphide sealment for 1" expansion joint.
Earth filling with contractors own good gravelly earth cut and conveyed from out side with all leads and lifts involved for forming the embankment of approach road by spreading in horizontal layers of uniform thickness over the full width drying or watering as the case may be scarifying to get uniform optimum moisture content and compacting in layers not exceeding 25cm ( loose thickness ) using power roller to correct profiles and formation levels satisfying compaction tests including trimming slopes to line and levels etc. complete as per IRC specification.
Construction of Granular Sub-Base by providing close graded Material of grading II - 26.5 mm to 9.5 mm @ 35 per cent, 9.5 mm to 2.36 mm @ 25 per cent and 2.36 mm below @ 40 per cent - mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, etc. complete as per clause 401 of MORTH specification
Providing , laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, lying in uniform layers with paver in sub base /base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MORTH specification.
Appendix-B
Earth work excavation in ordinary soil for foundation of retaining wall, approach slab etc. and using the spoil for back filling with all leads and lifts involved including breaking clods, watering, ramming and sectioning of spoil bank etc. complete as per the direction of deptl.officers at site.
Supplying Driving down coconut piles 200mm to 300mm dia to approved lines and levels through various strata including all hire and labour charges for fixing staying plat form and all other appliances for pile driving after pointing the bottom and up to 8m depth below ground level including all cost, conveyance labour charges etc. complete.
Dry rubble packing for retaining wall including all cost, conveyance and packing to proper lines and levels etc. complete as per the direction of deptl. Officers.
Cement concrete 1:4:8 using 40mm (nominal size) hard broken stone inlcuding cost and conveyance of all materials, labour charges, form work, watering , curing etc. complete for foundation of retaining wall (cement-171 kg/m3).
RCC M20 using 20mm and 10mm (nominal size) broken stone including cost and conveyance of all materials, labour charges, form work, watering , curing placing in position etc. complete but excluding the cost of reinforcement for belt of DR masonry and mat for RCC retaining wall as per the direction of deptl. officers.
Plain/RCC in open foundation complete as per drawing and technical specifications RCC grade M15 using 20mm (nominal size) hard blue granite broken stone inlcuding cost and conveyance of all materials, labour charges, form work, watering , curing etc. complete for retaining wall as per the direction of deptl. officers.
Providing and applying primer coat with bitumen emulsion on prepared surface of Granular base including clearing of road surface and spraying primer at the rate of 0.60kg/m2 heated in bitumen boiler fitted with sprayer as per MORTH specification clause 502 including all cost, conveyance labour charges, hire charges of machineries etc. complete.
Providing and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.09mm ( type -a) or 13.2.mm to 0.09mm ( Type -b) aggregates using penetration grade bitumen to the required line grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with a smooth wheeled roler 9-10 tonne capacity and finishing to required level and grade
Providing road studs (Raised pavement markers) of moulded poly carbonate body with banks and retro reflective corner cube micro prismatic lens element of not less than 13 Sq. cm and the type 'H' studs conforming to MORTH specification & ASTM -D 4280 standard for luminouse intensity, Compressive strength and abrassion including drilling holes and fixing on to the pavement surface using suitable adhesive as directed by the deptl. officers
Providing and fixing of retro-reflective type cautionary sign boards of size 900mmx900mmx900mm (equilateral triangle) in accordance with IRC -67 2001 made out of wide angle prismatic lense reflective sheeting confirming to type 1 x table 3 of ASTMA 4956 - 01 mounted over hard and errosion resistant aluminium alloy of steel of thickness 2mm confirming to IS 736 and clause 1.02 . 05 of the approved specification supported by frames made of angle iron 25x25x3mm all round reverted to board using 3.60mm dia aluminium rivet and the frame clamped to a vertical support of 50mm GI pipe using 10mm GI bolts and nuts both the revets and bolts of high strength and prevision confirming to IS 1364 and errected vertically embedding the base in concret M10 of size 450x450x600mm foundation including all cost and labour for taking pit in all classes of soil concreting fixing the GI pipe star welded at bottom for anchorage and pointing support structure with high glass enamel paint two coat over iron primer including all conveyance of materials to the site and as directed by the deptl. officers at site.
Supplying and installation of delineators (road way indicators/hazard markers/object markets) with 75mm PVC pipe (kgf/cm2) 1.20m long including PCC 1:3:6 using graded broken stone for filling the pipe and for base, earth work, painting with synthetic enamel paint two coats, fixing reflective sticker of approved quality and colour of 15cm width 2 strips etc. as per the direction of deptl. officers
Supplying and fixing high intensity grade reflecting sticker white or red in colour 10x10cm over glazed standard tiles of same size including fixing in position in C.M 1:3 including cost of materials and all labour charges for fixing in lines and levels, watering curing etc. comlete as per the direction of deptl. officers
Reinforced cement concrete M15 grade boundry pillars of standard design as per IRC 25-1967, fixed in position including finishing and lettering but excluding painting
Providing and laying of hot applied thermo plastic compound road marking paint for centre line and side of 2.5mm thick including reflectorising glass rods @ 250 g/m2 on finished surface to level uniform and free frame streaks and holes, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC specification including cost, labour and hire and all machinaries etc. complete as per clause 803 of MORTH specification and direction of departmental officers
Reinforcement for RCC work cut bent tied and placed in position using TMT steel plain grill requiring bending cold including all charges etc. Complete as directed by the deptl. Officers.
Providing and erecting retro-reflectorised object Hazard marker sign with 10 years warranty manufactured as per IRC 67:2012 using Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheeting, 2mm thick/aluminium composit material sheeting 4mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M15 grade cement concrete 30cmx30cmx45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801 (i) 300mm x 900mm
Providing and erecting a “W” metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 85cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2m centre to centre, 2m high, 1.15m below ground/road level, all steel parts and fitments to be galvanized 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 150x75x5mm, 546mm long complete as per clause 810 of MORTH in all respects.
8.4.2 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 60 cm equilateral triangle
8-4-2-Providing and fixing coutionary ,madatory and informatery retro-reflectorise sign with 7 yearswarranty manufactured as per IRC:67 made Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick / aluminium composit material sheeting 4mm thick with area not exceeding 0.9 sqm with suitable back supporting frame of MS angle 25x25x3mm and supported GI Pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level including painting all exposed surface with 2 coats of epoxty primer and as per approved drawing and clause 801 including lettering symbols etc.70cm Octagon
14.16Providing 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 sqm.
3.15 Scarifying the exising butuminous road surface to adepth of 50 mm and disposal of scarified material with in lifts and lead up to 1000m by Mechanical means 530-205=325.00 m
Supplying and fixing black Granite slab of suitable size and fixing and. Engraving letters to granite slab for inaugration etc comlete ; and un forseen items etc;.-
Appendix C
Providing weep holes in Reinforced concrete abutment, wing wall/return wall with 75 mm dia PVC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce. Complete as per drawing and Technical Specifications (CE Approved OD)
2.3.2.AClearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means
OD Bailing out water using 5 HP pump - Bailing out water with 5 HP engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc. complete.
12.8.B.1 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20
12.8.B PCC Grade M20 (Without formwork) Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications
5.2.a Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.(Spec taken is 55.22 of DSOR 2018 since this item was not in DSOR 2014. And rate is taken from DSOR 2014)
13.10 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.
OD Filling with Quarry muck filling up low lying and water logged areas with quarry muck,spreading in layers,leveling the top at site and consolidation by smooth wheeled roller,etc complete for improving the CBR value of subgrade.Details of cost for 300 cum (CE approved OD)
OD Providing and fixing of DLP board for RC work with Non-retro-reflectorized vinyl sign with 1 year warranty manufactured vinyl printed sheeting fixed over aluminium sheeting 2 mm thick /aluminium composite sheeting 2 mm thick/aluminum composit material sheeting 4mm thick with area not exceeding 0.9 sqm, width suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 129 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete minimum size 45x45x60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering of symbols
8.4.12 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 50cmx 60 cm rectangular (Single chevron etc.)
8.4.3 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 60 cm circular
BENNYTHOMAS (BID ID -2233241)
ABDUL RASHEED A I (BID ID -2234155)
Bidder Name
BENNYTHOMAS
jazir sabah
ABDUL RASHEED A I
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1253261.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid