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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC | ₹2.3 Cr | L1 | Accepted-AOC Awarded |
| 2 | L1₹2.3 CrRejected-AOC HOUSE NO 2 BOKAKHAT GOLAGHAT ASSAM 785612 | BOKAKHAT | GOLAGHAT | ASSAM | 785612 | ₹2.3 Cr | L1 | Rejected-AOC Rejected |
Tender Value
₹2.5 Cr
EMD Value
₹5 L
Closing Date
27 Oct 2023, 2:00 pmClosed
Chief Engineer (Roads), PWRD, Assam
O/o the Chief Engineer Roads, PWRD, Assam, Chandmari, Guwahati, 781003.
MMNPPNA_23_24_190 (i) Re-Construction of Road from Baithalangso Kollonga Kheroni (BKK) Road to Donka Hamren (DH) Road via Chirimokam, (ii)Re-construction of Road from Baithalangso Kollonga Kheroni (BKK) Road to Taralangso under Mukhya Mantrir Naga
2023_PWD_32885_55
CE/DEV/TB/08/2023-24/16
Open Tender
Civil Works
Item Rate
270 days
Donkamokam MB
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
₹5 L
Yes
O/o the Chief Engineer Roads, PWRD, Assam,
30 Apr 2024
12 Oct 2023
27 Oct 2023
12 Oct 2023
27 Oct 2023
20 Oct 2023
12 Oct 2023 - 19 Oct 2023
19 Oct 2023
Amount
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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 Manual Means
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. (Provided only on WBM surface)
Providing 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.). (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (I)'with 60/70 or VG-30 grade bitumen for GradingII(10 mm nominal size)
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
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. 800mm x 600mm rectangular
Baithalangso Kollonga Kheroni (BKK) Road to Donka Hamren (DH) Road via Chirimokam under GAURAB Path. 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. i) By Manual Means
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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 Manual Means
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
Providing 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.
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.). Withhydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification). With 60/70 or VG-30 grade bitumen. for Grading II (19 mm nominal size)
Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.). Withhydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification). With 60/70 or VG-30 grade bitumen. for Grading II (13 mm nominal size)
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. 600mm equilateral triangle
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. 600mm circular
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. 800mm x 600mm rectangular
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
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance
Providing, fitting & fixing in position of Ornamental Iron Grill at Footpath as directed by engineer in charge
RCC Covered Drain Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil (i) upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6
Supplying, fitting and placing TMT (Fe-500 D) reinforcement 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
Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204. PCC Grade M 20. Nominial mix (1:2:4)
Supplying, fitting and placing TMT (Fe-500 D) reinforcement 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
Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204. RCC Grade M 20. Nominial mix (1:2:4)
Providing, Fitting & Fixing Chequerred precast cement concrete tiles 22 mm thick in footpath &courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Dark shade pigment using ordinary cement
Supplying & Installation of antique design street light Earthing with G.I. Earth Pipe 4.5 Metre Long, 40 MM Dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc.with charcoal/cokeandsaltas required.
Providing and fixing 6SWG DiaG.I.Wireonsurfaceor in recess for loop earthing as required
Supply of Cable 16.00 Sq.mm 4 Core Alliminium RR Kabel / Finolex / Gloster Make including storing intil laying
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. Upto 35.00 Sq.mm.
Supplying including ITC of Ready made Street Light Timer panel No. of phase Three Power rating / indicative current rating for relay on 230 V basis and 0.6 PF 3 Phase, 18 kW / 43 A each phase System Rated Voltage (+/- 10 %) 440 Volt, 50Hz IP Rating IP 54 Manually settable timer with 12 programmes spreaded over a year as defined programme Yes Manual ON / OFF Yes Intermediate ON - OFF Yes ON / OFF Timing accuracy </= 60 seconds GENERIC ATSC is an intelligents Street light control timer that can be used to control serveral existing street Light units Yes Network / Communication support through GPRS and With GPS NO Each ATSC has built in networking support that communicates to the central server that can control each phase independently and log the performance of all or a cluster of street lights (If" NO" write NA) NA Built in feature Astronomical timer Yes ATSC shall display of Longitude, Latitude, Date,Time,Voltage,CurrentandOntimeandOfftime Yes Display of Energy in Kwh and Measurement of energy (in kWh) (non uttility) with resolution 1% Yes PROTECTION Over Voltage Protection per phase 260 Volt +/- 5 Volt Under Voltage Protection per phase 160 Volt +/- 5 Volt
Supplyingandfixing5Ato32Arating,240/415V,10 KA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single Pole.
Providing Service Connection charge to be paid to APDCL authority for including load security
Providing 3P 4W ICS DLMS compliant whole current energy meter, 3 x 240 V phase to neutral, 5 - 30 A Class 1.0 with pilfer proof box for consumer metering.
SupplyingincludingInstallationofthe OctagonalPoles shall be Designed to withstand the Maximum Winded of 169KM/Hrs.TheTopLoadingi.e.Areaand Weight of Fixtures are to be considered to Calculate maximum deflection of the Poles and the same shall meettherequirementofBS:5649Part-VI1982.The Pole shaft shall have Octagonal Cross Section and shall be continously tapered with single longitudinal welding. Thereshallnotbeanycircumferentialwelding ofthePoleshaft.TheweldingofthePoleshaftshallbe done by Submerged Welding Process. All Octagonal Poleshaftsshallbeprovidedwiththerigidflangeplate of suitable thickness with provision for fixing 4 foundation bolts. The base plate shall be filled welded to the Pole shaft at two location i.e. from inside and outside. The welding shall be done as per process approved by Third Party Inspection agency. (BAJAJ / PHILIPS / VALMONT / PARUTHI ENGR / Nezone Make) Pole Type BOP or equlvalent - 1030 Height 10 M The materials of the Pole as follows : Conforming to grade S355JO, Base Plate Fe 41O Conforming to IS 226 / IS 2062, Foundation Bolts :- 6.8 Gr. As per IS
SupplyofCable 70.00Sq.mm 3.5Core Alliminium RR Kabel / Finolex / Gloster Make including storing untill laying.
ProvidingServiceConnectionDisconnection chargeto be paid to APDCL authority
WattsintheExistingPolewithnecessaryWiringwith3 Core 1.50 Sq.mm Sheathed Cable from Pole Junction Box to Light (Philips / Crompton / Bajaj / LT / Jaquar Make). GENERAL SPECIFICATION LED Rating (In Watts) / System Wattage/RatedPower- 200Watts.Luminaire System Effi Cacy (Lumen / Watts) :>/= 100 Lm / Watt.ngress Protection (IP Rating) as per IS : 10322 (Part - 1) : 1982 Latest : IP 66.Warrantry for Free Replacement (In Years) : 5.Input Operating Voltage Range:140to270VoltsAC.MORESTANDARDSLED LuminaireConformitytoIS:10322/Pat-5/Section3 / 2012 Latest and IS : 16107 (Part - 2 / Sec - 1) : 2012LatestYes.PhotoBiologicalSafetyofLEDsused shall be as per IS : 16108 / 2012 (Exempt Group) Yes.Types of LED Luminaire as per IS : 16107 (Part 2 /Sec- 1)/2012Type-B.TypesofLED Modulesas perIS:16103(Part-2)/2012Type-3.ELECTRICAL EFFICIENCY Automatic Higher Cut Off Voltage above 300 Volts Yes Rated Voltage 230 Volts AC 50 Hz. AC Power Factor at Full Load ≥ 0.95. Driver Efficiency(in%age)Upto 100W:≥85%,Above 100W>/=90% Yes. Total Harmonics Distortion ≤10 .The total circuit powershall not be more than 110 percent of the value declared by themanufacturer(as per CI:8 of IS :16104 :2012 lates) yes OPTICAL LED
Providing Arm Bracket 1.00 M and fixing it at existing Pole design etc as approved by this Deptt. a) Single Arm.
SupplyingandlayingoffollowingsizeDWCHDPEpipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. a) 50 mm dia (OD-63 mm & ID-51 mm nominal)
Supplying with installation testing and commissioning of ‘G’ Frame Panel Boards ,250 A “AA” Frame MCCB, Outgoing 6 ways (IHVGF2500600) as approved and directed by the Deptt. Note(This item is not available in GEM portal)
Construction of shallow foundation with M20 grade concrete for octagonal pole considering the safe soil bearing capacity at site as 10 T/sq.m at 1.60 mtr (minimum) depth with foundation bolts manufactured from special steel along with nuts, washer, anchor plate, common templates and all materials asdirected by the deptt.
100 Amp 4 Pole MCCB
40A 4 Pole MCB
Prasanta Malakar
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