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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.7 CrAdmitted-Finance | ₹29.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹31.1 CrAdmitted-Finance 14 BILASIPARA P O P S BILASIPARA DIST DHUBRI ASSAM PIN 783348 | DHUBRI | ASSAM | 783348 | ₹31.1 Cr | L2 | Admitted-Finance |
| 3 | L3₹31.2 CrAdmitted-Finance R K PATH ITACHALI HOUSE NO 22 CITY TOWN NAGAON P O NAGAON P S SADAR DISTRICT NAGAON PIN 782003 | NAGAON | ASSAM | 782003 | ₹31.2 Cr | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shree Gautam Construction Co Ltd L2 | BINNI CONSTRUCTION L1 | UCN CONSTRUCTION COMPANY PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|
| 1.00 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( including compensation of earth.& Including cost of testing of materials at site and laboratory with all lead and lifts complete conforming to clause no 305 of MoRT&H specification for Road and Bridge works ( 5th Revision ) complete as directed by the Deptt..t.)
From private land | 95,723.55 | Cum | 326 ₹3.1 Cr | 221.75 ₹2.1 Cr | 200 ₹1.9 Cr |
| 2.00 | Construction of Sub grade and Earthen Shoulders with approved materials obtained from borrow pits, with initial lead up to 3.00 Km. transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2( including land compensation of earth) with all lead and lifts complete conforming to clause no 305 of MoRT&H specification for Road and Bridge works ( 5th Revision ) complete as directed by the Deptt..t.) | 24,009.8 | Cum | 350 ₹84.0 L | 265.55 ₹63.8 L | 225 ₹54.0 L |
| 3.00 | Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete with all lead and lifts complete conforming to clause no 401 of MoRT&H specification for Road and Bridge works ( 5th Revision ) complete as directed by the Deptt..t.) | 10,302.65 | Cum | 3,000 ₹3.1 Cr | 2,875 ₹3.0 Cr | 3,410 ₹3.5 Cr |
| 4.00 | 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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density including all lead and lift conforming to clause no 406 of MoRT&H specification for Road and Bridge works ( 5th Revision) complete as directed by the Deptt. | 14,519.15 | Cum | 4,000 ₹5.8 Cr | 3,225 ₹4.7 Cr | 4,600 ₹6.7 Cr |
| 5.00 | (B) Prime coat (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 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory Including cost of testing of materials at site and laboratory conforming to clause no 502 of MoRT&H specification for Road and Bridge works ( 5th Revision) complete as directed by the Deptt. (i) With bitumen emulsion-CSS-1 (IS-8887-2004) | 70,472.59 | Sqm | 52 ₹36.6 L | 63.28 ₹44.6 L | 60 ₹42.3 L |
| 6.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as conforming to clause no 503 of MoRT&H specification for Road and Bridge works ( 5th Revision) complete as directed by the Deptt. .)
(II)With Bitumen emulsion CSS-1h (c) Granular surfaces treated with prime | 2,01,893.98 | Sqm | 15 ₹30.3 L | 13.56 ₹27.4 L | 25 ₹50.5 L |
| 7.00 | 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 all leads and lift conforming as per clause507 of MoRT&H specification for Road and Bridge works ( 5th Revision )with aggregate of grading II ( 19 mm nominal size) complete as directed by the Deptt. (a)With hydrated lime/cement as filler ( refer table 500-9 of MoRT&H specification) & anti stripping agent as per IS :14982,
(I)with 60/70 or VG-30 grade paved bitumen,
(ii) for GradingII(19 mm nominal size) | 4,245.25 | Cum | 10,000 ₹4.2 Cr | 11,800 ₹5.0 Cr | 11,500 ₹4.9 Cr |
| 8.00 | 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 as per MoRT&H cl. no.509.complete in all respect including all lift and lead and 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),With anti stripping agent
(I)'with PMB-70, (ii) for Grading-II(13 mm nominal size) | 5,164.93 | Cum | 12,200 ₹6.3 Cr | 13,490 ₹7.0 Cr | 13,000 ₹6.7 Cr |
| 9.00 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification, as per Section 2700 of MoRTH specifications of Road and Bridge Works including all accessories, complete as per direction of Engineer in charge. | 75.6 | Cum | 7,500 ₹5.7 L | 6,212.74 ₹4.7 L | 6,491 ₹4.9 L |
| 10.00 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. A) With M-30 Grade concrete & TMT CRS (Fe-500) grade rebar. | 151.2 | Cum | 16,000 ₹24.2 L | 13,588.25 ₹20.5 L | 14,500 ₹21.9 L |
Tender Value
₹29.8 Cr
EMD Value
₹59.6 L
Closing Date
28 Dec 2020, 2:00 pmClosed
O/O The CE PWD NH Works Assam, Chandmari, Ghy-3
O/O The CE PWD NH Works Assam, Chandmari, Guwahati-781003
Balance work of Silchar bypass from km 0.00 to km 12.750 (ISBT to Sonabarighat) under SOPD for the year 2020-21 under Silchar NH Division in the state of Assam
2020_PWBNH_19602_1
BRD/RD/SIL(SOPD)/2020-21/03
Open Tender
Civil Works – Highways
180 days
Silchar
Please refer Tender documents.
6 documents required · 6 mandatory
₹12,500
Yes
GM PWBNH
₹59.6 L
Yes
O/O The CE PWD NH Works Assam, Chandmari, Ghy-3
30 Dec 2020
9 Dec 2020
28 Dec 2020
9 Dec 2020
28 Dec 2020
9 Dec 2020
21 Dec 2020
Amount
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( including compensation of earth.& Including cost of testing of materials at site and laboratory with all lead and lifts complete conforming to clause no 305 of MoRT&H specification for Road and Bridge works ( 5th Revision ) complete as directed by the Deptt..t.) From private land
Construction of Sub grade and Earthen Shoulders with approved materials obtained from borrow pits, with initial lead up to 3.00 Km. transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2( including land compensation of earth) with all lead and lifts complete conforming to clause no 305 of MoRT&H specification for Road and Bridge works ( 5th Revision ) complete as directed by the Deptt..t.)
Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete with all lead and lifts complete conforming to clause no 401 of MoRT&H specification for Road and Bridge works ( 5th Revision ) complete as directed by the Deptt..t.)
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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density including all lead and lift conforming to clause no 406 of MoRT&H specification for Road and Bridge works ( 5th Revision) complete as directed by the Deptt.
(B) Prime coat (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 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory Including cost of testing of materials at site and laboratory conforming to clause no 502 of MoRT&H specification for Road and Bridge works ( 5th Revision) complete as directed by the Deptt. (i) With bitumen emulsion-CSS-1 (IS-8887-2004)
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as conforming to clause no 503 of MoRT&H specification for Road and Bridge works ( 5th Revision) complete as directed by the Deptt. .) (II)With Bitumen emulsion CSS-1h (c) Granular surfaces treated with prime
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 all leads and lift conforming as per clause507 of MoRT&H specification for Road and Bridge works ( 5th Revision )with aggregate of grading II ( 19 mm nominal size) complete as directed by the Deptt. (a)With hydrated lime/cement as filler ( refer table 500-9 of MoRT&H specification) & anti stripping agent as per IS :14982, (I)with 60/70 or VG-30 grade paved bitumen, (ii) for GradingII(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 as per MoRT&H cl. no.509.complete in all respect including all lift and lead and 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),With anti stripping agent (I)'with PMB-70, (ii) for Grading-II(13 mm nominal size)
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification, as per Section 2700 of MoRTH specifications of Road and Bridge Works including all accessories, complete as per direction of Engineer in charge.
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. A) With M-30 Grade concrete & TMT CRS (Fe-500) grade rebar.
Mastic Asphalt (Providing and laying mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29( binder having penetration as (15+/- 5) at 25 deg. centrigrade), prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti skid surface with bitumen pre coated fine grained hard stone ships of 13.2mm nominal size at the rate of .005cum per 10 sqm. and at an approximate spacing of 10 cm center tpo center in both direction , pressed into surface when the temperature of surfaces not less than 1000C, protuding 1mm to 4mm over mastic surface , all complete as per clause 515 .( including carriage up to initial lead of 5.0 km from quarry.) Thickness = 25 mm
Reinforced Cement Concrete Crash Barrier (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, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. M 20 grade concrete
Dismantling of Structures: Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismentling of masonry works.
Excavation for Structures: 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. i) Ordinary soil (A) Manual means
Plain reinforcedcement concrete, in open foundation complete as per drawing & technical specification. A) PCC Grade M-15
Supplying of RCC Hume Pipe NP-3 of internal dia 1000 mm
Laying Reinforced Cement Concrete Pipe NP4/NP3prestrssed concrete pipe on first class bedding in single row: Labour for laying Reinforced cement concrete pipe NP4/NP3 /prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets (II)'With 1st class bedding of CC M-15
Plain/Reinforced cement concrete, in substructure complete as per drawing and technical specification including steel shuttering formwork.PCC Grade M20
B. Road Furniture Providing & laying of Hot Applied Thermoplastic Compound 205mm thick including Reflectorising Glass Beads @250gm per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 & consisting of profile marking, Vebra line marking & rain line marking or as directed by the Department.The finished surface to be level, uniform and free from streaks and holes.as per MoRTH specification
Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) From Km 0.00 to Km 12.750 60cm circular speed limit
90cm equilateral triangle
80 cmx60 cm rectangular incl sevron
Providing metal tubular delineator (50mm dia and 1.25mm thick) with 15cm reflector made of heigh intensity grade retro reflectorised sheeting around the pipe at top covered with wire mesh of 20cm length with two nos of similar reflective bands and bottom fastener M.S. angle including firmly fixing the delineator to the ground by means of CC(M-15) foundation of size-(25cmx25cmx25cm), 25cm below ground to the true line and level as directed by the deptt. With six months replacement warranty and free maintenance. a) 1000mm height.
Painting on concrete surface (Providing 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 Sq.m. )
Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. . ( All the Steel work must be Tata/Sail/or any other approved brand) 160cm x 120cm , 5x2Nos
Type - A, "W" : Metal Beam Crash Barrier (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 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.) Chencoorie & Kathal under pass approaches and At ch 12600 near MCBC sonabarghat
Providing and fixing of retro- reflective 50mm width tape as per IRC : 67 made of encapsulated lens type HIP(High Intesity Prismatic) shetting vide clause 801.3 for Highlight the metal Beam crash barrier.
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.
Excavation for roadway in soil using manual means, using cut earth in the embankment in the immediate vicinity.
Sand Gravel Pile (Column) providing Sand Gravel piles (column) of required diameter and length in ordinary/ dense soil etc. using Sand Gravel including cost of boring including watering ramming etc. as required , cost of T&P complete as directed and specified by the department. Pile Dia 400mm
Sand Filling in Foundation Trenches as per Drawing & Technical Specification Providing sand baqlnket rate as paer Annex-B
Construction of a Narrow filter sub surface drain consisting of porous of perforated pipe laid in narrow trench surrounded by a geotextile filter fabric with a minimum of 450mm over lap of fabric and installed as per clause 702.3 & 309.3.5 including excavation & back filling.
Embankment Construction with materials obtained from borrow pits, with all lift and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 of Ministry's specifications (including land compensation of earth) ( including cost of testing of material at site and laboratory as directed by the deptt.)
Construction of embankment with material deposited from roadway cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300/2)
Construction of Subgrade and Earthen shoulders.Construction of Subgrade and Earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300.2) (including compensation of earth) (a), (Including cost of testing of materials at site and laboratory as directed by the deptt.) (i) Private Land
(To convert 33 KV over head line to underground 33 KV line at clover leaf portion of Silchar by pass) Providing and installation of 33 KV XPLE Cable 1 core 630 sqmm(Aluminium) complete as directed by the deptt
Providing and installation of GI Steel Tublar Pole SP-76 complete as directed by the deptt
Providing and installation of 33 KV Polymeric Disc Insulator 90 KN complete as directed by the deptt
Providing and installation of H/W fitting for Disc insulator B&G70 KN tension type complete as directed by the deptt
Providing and installation of 33 kv Polymeric Pin Insulator complete as directed by the deptt
Providing and installation of 33 kv cable kit for XLPE 3 core Sqmm( Out door push on type) complete as directed by the deptt
Providing and installation of CI Spun pipe class 1A type 300 mm dia, 5.5 mm length complete as directed by the deptt
Providing and installation of Socket for CI Spun pipe 100 mm dia complete as directed by the deptt
Providing and installation of GI pipe 50 MM dia 3 mte length complete as directed by the deptt
HDPE pipe 110 mm outer dia of 6 m length complete as directed by the deptt
Providing and installation of 33 kv insulator earth switch and with GI mounting structure 630 complete as directed by the deptt
Providing and installation of GI Channel cross arm(100X50X6X3200) mm complete as directed by the deptt
Providing and installation of MS angle (50x50x6x5000)mm complete as directed by the deptt
Providing and installation of CI earth pipe 1.8m inner dia 100 mm , outer dia 110 mm complete as directed by the deptt
Providing and installation of pole clam of MS Flat 50x6 mm complete as directed by the deptt
Providing and installation of HT danger plate complete as directed by the deptt
Providing and installation of Aluminum Lug(assorted) complete as directed by the deptt
Providing and installation of HT stay set complete as directed by the deptt
Providing and installation of GI Wire stay wire complete as directed by the deptt
Providing and installation of HT Guy insulator(Porcelin)complete as directed by the deptt
Providing and installation of GI nut & bolt with GI washer(Asorted)complete as directed by the deptt
Providing and installation of GI Wire 6 SWG complete as directed by the deptt
Providing and installation of GI barbed wire Type A complete as directed by the deptt
Providing and installation of sand for cable Tench (178x0.5x0.4)cm complete as directed by the deptt
Construction of cable Tranch Size 1260x650 mm for power cable including supply of all meterial and labour as per specfication and drawing complete as directed by the deptt
Grouting and muflening of steel poles complete as directed by the deptt
Providing and installation of MS Steel Tubular Pole, SP 60 complete as directed by the deptt
Providing and installation ofMS Steel Tubular Pole, SP 30 complete as directed by the deptt
Providing and installation ofMS Channel Cross arm (75x50x6x2200) mm complete as directed by the deptt
Providing and installation of MS Angle( 50x50x6 x5000MM complete as directed by the deptt
Providing and installation of pole Clamp of MS Flat 50x6 mm complete as directed by the deptt
Providing and installation of 11 kv Disc Insulator (Porcelin) 70 KN (B&S Type) complete as directed by the deptt
Providing and installation of HW fitting for Disc Insulator B&G 70 KN (tensionType) complete as directed by the deptt
Providing and installation of MS 11 kv T Cross Arm with angle with angle size 50x50xx6 mm complete as directed by the deptt
Providing and installation of 11 KV Polymetric Pin Insulator complete as directed by the deptt
Providing and installation of ACSR Recon conductor complete as directed by the deptt
Providing and installation of ACSR weasel conductor complete as directed by the deptt
Providing and installation of 11 kv DO fuse 150 Amp complete as directed by the deptt
Providing and installation of 11 kv 9 KA ( Lighting Arrestor Station Type) complete as directed by the deptt
Providing and installation of CI Earth pipe 1.8 m Inner dia 100 mm, outer dia 110 mm complete as directed by the deptt
Providing and installation of 11/0.4 KVA DTR (4 Star) -BIS Level-2 complete as directed by the deptt
Providing and installation of 11 KM GOAB Switch 150amp complete as directed by the deptt
Providing and installation of LT XLPE Cable 1 Core 95 aqm mm (Alumium) complete as directed by the deptt
Providing and installation of MS LT Angle cross Arm (40x40x5x500 mm) complete as directed by the deptt
Providing and installation of L/T G.I. Pin complete as directed by the deptt
Providing and installation of L/T Pin Insulator (Porcelain ) complete as directed by the deptt
Providing and installation of Shackle Insulator ( Porcelain ) complete as directed by the deptt
Providing and installation of G.I. Shackle Strap with bolt complete as directed by the deptt
Providing and installation of MS Nut bolts and washer (Assorted)complete as directed by the deptt
Providing and installation of G.I. Wire 6 SWG complete as directed by the deptt
Providing and installation of G.I. Wire 8 SWG complete as directed by the deptt
Providing and installation of HT Stay Set complete as directed by the deptt
Providing and installation of GI Stay Wire 7/14 Swg complete as directed by the deptt
Providing and installation of 11 KV Guy insulator (porcilin) complete as directed by the deptt
Providing and installation of Aluminium Lug (Assorted) complete as directed by the deptt
Providing and installation of DTR Cubical for 63 KVA DTRs (Comprising of requising MCCB, Static TVM, CT, V meter, Ammeter etc complete as directed by the deptt
Providing and installation of H.T.Danger Plate complete as directed by the deptt
Providing and installation of G. I Barbed Wire Type A complete as directed by the deptt
Mufleing of steel poles
Supervission charge payable to APDCL,(Rate quoted in Rate colume is fixed as Rs.712111.00)
Shree Gautam Construction Co Ltd
UCN CONSTRUCTION COMPANY PRIVATE LIMITED
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