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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹98.4 LAccepted-Finance | L-1 | Accepted-Finance Being lowest bidder | |
| 2 | L-2₹1.0 Cr+₹2.0 L (2.04%)Rejected-Finance | L-2 | Rejected-Finance Being 2nd lowest bidder |
Tender Value
₹94.7 L
EMD Value
₹1.9 L
Closing Date
17 Sept 2024, 6:00 pmClosed
Executive Engineer
Kumarsain Division HPPWD Kumarsain
Rehabilitation, Periodical Renewal 25mm thick Bituminous Concrete i/c five years maintenance
2024_PWD_92862_1
PW-KMS-AB-NIT/2024-4362-63 dt 03.09.2024
Open Tender
Civil Works - Roads
Item Rate
90 days
Kumarsain
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,000
₹1.9 L
23 Sept 2024
11 Sept 2024
18 Sept 2024
11 Sept 2024
17 Sept 2024
11 Sept 2024
Amount
Providing and laying Bitumen Penetration Macadam with hard stone aggregated of quality. Size and grading as specified, with bitumand of suitable penetration grade, including required key aggregate as specified spreading coarse aggregate with the help of self propellid / tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capecity to achieve specified values of compaction and surface accuracy .For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum p0er 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm . With paving asphalt grade VG - 10 @ 50 Kg /10 sqm. Including carriage of material upto all leads and lifts as per the direction of Engineer - in Charge.
Providing and applying tack coat using bitumen emulsion ( RS -I ) using emulsion distributer at the rates of 0.30 Kg per sqm on the prepared dry and hungry bitumen surface cieaned with Hydraulic broom as per technical specifaction clause 503. including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer - in - Charge.
Providing and laying 25 mm thick Bituminous concrete using crushed stone aggregates of specified grading, premixed with bitminous binder and filler - transporting the bot mix to work site by tippers. Laying with payer finisher equiped with electromic sensor to the required grade . level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification . complete and as per direction of Engineer - in - Charge.
Providing and applying 2.5 mm thick road marking strips ( rectro - reflective ) of specified shade/ colour using bot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, bead dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P ,cleaning the road surface of all dirt, seals. oil, grease and foreign matter etc.complete as per direction of Engineer - in Charge and accordance with applicable specifications.
Maintenance of drains including erosion, repair, cleaning, reshaping , regaradin, deepening of side drains as well as catch water drains as per technical Clause 1907/ complete and as per directions of Engineer - in - charge .
Providing and fixing 'Logo 'of PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm(one point six millimeter ) thick top and middle plate duly welded with MS flat iron 25 mm x 5mm ( twenty five into five millimetre ) size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm ( twenty five in to twenty five into five millimetre) . The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded 2 nos. 75mm x 75mm ( seventy five in to seventy five millimetre) of 12 SWG sheet tubes posts duly embedded in cement concrete M -15 grade blocks of 450mm x 450mm x 600m ( four hundred fifty into four hundred fifty into six hundred millimetre) 600mm ( six hundred ) 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 pronting arrows 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 drawng Clause 1701 and Annexure 1700.1 including the cost of form work and hauling of materials through all modes of transportation with in all leads and lifts and as per the entire satisfaction and directions of Engineer - in -charge.
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC :67 made of 2mm thick M.S sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70mm width and requiredmessage letters. figures with reflective engineering grade tapeas per MORD specifications of required shade and colour . Supported and welded on 47mm x 47mm of 12SWG Square tube of 3050 mm height duly strengthened by 25mm x 5mm M/S flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm x 450mm x 600mm (four hundred fifty into four hundred fifty into six hundred millimetre ) 600 ( six hundred) below ground level as per approved drawing and Technical Specification rural roads including the cost of form work and hauling of materials through all moses of transportation with in all leads and lifts and as per the entire satisfaction and of Engineer - in -charge.
Reinforced cement concrete M- 15 ( fifteen) grade kilometre stone / local stone of standard design as per IRC :25 fixing in position including finishing and lettering but excluding painting as per drawing and Technical Specification Claiuse 1703 Including hauling of materils through all modes of transportation with in all lesds and lifts and as per the entire satisfaction and direction of Engineer - in -charge.
Removal of land slide in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slops and disposal of cut material with in all leads and lifts as per technical specification 302.3.5 and 1611 including entire carriage of materials in all leads and lifts as per direction of Engineer-in-Charge
Routine Maintenance after completion of construction work as per terms and condition of bid document of contract data to general condition of contract and technical specification of Ministry o Rural Development for rural roads ( Two thousand four ) for rural roads including hauling / carriage of all labour equipment and materils to various locations through all modes of transportations in all lesds and lifts to the entire satistaction of the Engineer - in - Charge for First Year
Routine Maintenacnce for II Year
Routine Maintenacnce for III Year
Routine Maintenacnce for 4th Year
Routine Maintenacnce for 5th Year
Tara Chand Mehta
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