Construction/Upgradation Of Roads Under Pradhan Mantri Gram Sadak Yojana And Their Maintenance For Five Years Kr1097b Thazhepokkanthode Neythala Bridge (Re-Tender) Pmgsy-Iii- 2024-25 (Batch-1) Package No. Kr1097b, Chittur Block, Palakkad District (Re-Te
Tender Value
4.17 Crore
Estimated cost
Bid Submission
06 Jan 2025
0 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
8270
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thiruvananthapuram → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction/Upgradation of Roads under Pradhan Mantri Gram Sadak Yojana and their Maintenance for Five years Kr1097b Thazhepokkanthode Neythala Bridge (Re-Tender) Pmgsy-Iii- 2024-25 (Batch-1) Package No. Kr1097b, Chittur Block, Palakkad District (Re-Tender)
BOQ
| Sl. No. | Item Description |
| 1 | SITE CLEARANCE |
| 2 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area |
| 3 | Clearing 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 Manual Means |
| 4 | EXACAVATION |
| 5 | 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. Hard Rock ( blasting prohibited) - Mechanical Means |
| 6 | 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. Ordinary Soil - Depth upto 3m - Mechanical Means |
| 7 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, only for dressing of sides and bottom and backfilling with approved material.Ordinary Soil - Depth 3 M to 6 M- Mechanical Means |
| 8 | CEMENT CONCRETE |
| 9 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical SpecificationsPCC Grade M15 ( Without formwork) |
| 10 | Bored cast-in-situ M30 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-750 mm |
| 11 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specifications RCC Grade M30 - Using Concrete Mixer |
| 12 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 - Using Concrete Mixer |
| 13 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30 - Using concrete Mixer - Height upto 5m |
| 14 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30 - Using concrete Mixer - Height 5m to 10m |
| 15 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M30 - Using concrete Mixer - Height 5m to 10m |
| 16 | REINFORCEMENT |
| 17 | Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 19 | DOWELS BARS- Supplying and providing Dowel bars of size 25mm dia , 1.5m long(75cm in rock and 75cm in concrete) including drilling holes of 30mm dia and filling the gap with cement grout (0.25kg/each)etc complete with epoxy paint |
| 20 | STEEL FOR EXPANSION GAP |
| 21 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 22 | EXPANSION & BEARING PAD |
| 23 | Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg...) Moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specification to be installed by the manufacturer/ supplier or their authorised representative ensuring compliance to the manufacturer/ supplier or their authorised representative ensuring compliance to the manufacture,s instructions for installation and clause 2606 of Morth specification for road & bridgework. |
| 24 | Providing and fixing plain pad of elastomeric bearing 40mm and hardness ( IRHD) 70±5, shear modulus of 1.15, below deck slab , throughout an area of contact of pier cap as per instruction of Engineer in charge. |
| 25 | PILE LOAD TEST |
| 26 | Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.Group of two or more piles upto 50 tonne capacityRoutine test |
| 27 | Integrity testing of pile using Low Strain / Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. Note:- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project. |
| 28 | SIDE PROTECTION WORKS |
| 29 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204III. Random rubble masonry(iii) Incement mortar (1:5) |
| 30 | ROAD |
| 31 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 32 | Compacting Original Ground(ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. |
| 33 | Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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) For Grading I Material |
| 34 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead |
| 35 | Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 36 | Tack CoatProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 37 | Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to 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 three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65 |
| 38 | ROAD SIGNS & FEATURES |
| 39 | Providing and fixing reflective road studs (Raised Pavement Marker) of \" category A\" made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3Road Markers/Road Stud with Lense Reflector |
| 40 | Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm 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 M 15 grade cement concrete 30cmx30x45cm, 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. 300 mm x 900 mm |
| 41 | SPOUT PIPE Using with 75mm dia |
| 42 | LIGHT POST |
| 43 | Loading test on deck slab |
| 44 | Load Testing over Deck slab Loading and testing as per IRC SP 51 complyingspecification as per prevailing Indian Standared code |
| 45 | Road Furnitures |
| 46 | Providing and Fixing 'Logo' of PMGSY Project <br> Providing andfixing of typical PMGSY informatory sign board with Logo as per MORDspecifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plateduly welded with MS flat iron 25mm x 5m size on back on edges. The lower platewill be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle ironframe of the lower most plate and flat iron frame of middle plate will be welded to 2nos. 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. Thetop most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWGsteel plate tube. All M.S. will be stove enameled on both sides. Lettering and printingarrows, border etc. will be painted with ready mixed synthetic enamel paint ofsuperior quality in required shade and colour. All sections of framed posts and steeltube will be painted with primer and two coats of epoxy paint as per drawing Clause1701 and Annexure 1700.1 |
| 47 | Traffic Signs<br>A. Retro-reflectorised Traffic Signs <br> 1 Providingand fixing of retro-reflectorised cautionary, mandatory and informatory sign as perIRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixedover aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designedfoundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mmbelow ground level as per drawings and Technical Specification Clause 801<br> 2 600 mm Equilateral Triangle |
| 48 | Providing and Fixing typical PMGSY citizens information board as per MoRDspecifications and drawings- Two vertical 76.1mm outerdiameter MS sheet tube posts of 3.60mm thickness (medium class) dulyembedded in cement concrete M-15 grade blocks of 600mm x 600mm x750mm,600mm below ground level with two horizontal M S Sheet Tubes of1000mm length to make the frame of board, four horizontals and two verticals with M S Sheet rectamngular Tube 50x25x2mm to make theframe to fix the board as per drawing, two M S Sheet 2.00 mm thick boards of size900x750mm strengthened by 25mmx5mm MS flat iron including painting with stove enameled paint on both sides as per MoRD specifications.Lettering and printing arrows, border etc. will be painted with ready mixed syntheticenamel paint of superior quality in required shade and colour. All sections of framedposts and steel tube will be painted with primer and two coats of epoxy paint as perdrawing Clause 1701 and Annexure 1700.1 |
AI Tender Summary
Tender Timeline
Dec 30, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedJan 06, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 09, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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