Uttarakhand Tourism Development Board Tender
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Uttarakhand Tourism Development Board - UTDB Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date10 Jul 2024
Closing Date16 Aug 2024
Tender AmountRefer Documents
Costs
EMD
₹ 14,53,830Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UTADB_73425_1Tender No
1939/2-6-1145(ADB)/2024 Dated 09/07/2024Tender Authority
Uttarakhand Tourism Development Board ViewPurchaser Address
-Website
http://uktenders.gov.in
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Documents
BOQ Items
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.
Ordinary soil
625.82
-
404.5
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.
Ordinary rock (not requiring blasting) Upto 3 m depth
625.82
-
404.5
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
Earth filling (For marshy soil)
206.05
-
259.7
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
39
-
410.85
Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge.
1299.75
-
199.35
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
142.5
-
513.1
WBM Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper gradeand camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
118.75
-
2250.4
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203
95
-
5092
Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.)
750
-
1063.1
Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) Using Concrete Mixer
200
-
851.8
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 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised 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 150 x 75 x 5 mm, 330 mm long complete as per clause 810)
200
-
4085.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural
sources : 4 graded stone aggregate 20 mm nominal size
derived from natural sources)
0.83
-
7878.5
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 1:4:8)
166.85
-
5092
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 20 ( Nominal mix 1:2:4)
6.99
-
7343.2
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level
Concrete of M25 grade with minimum cement content of 330 kg /cum
3.02
-
9504.75
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works above plinth level upto floor V level
Concrete of M25 grade with minimum cement content of 330 kg /cum
1.61
-
9860.4
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
936.74
-
107.85
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass
concrete
5.4
-
392.15
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
2.55
-
736.4
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
3.84
-
961.3
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Coursed rubble masonry (1st sort) In cement-lime-sand mortar (1:0.5:4.5)
207.48
-
4015.6
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Coursed rubble masonry (2nd sort) In cement mortar 1:4
708.98
-
4514.9
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
12488.91
-
54.65
15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.2 1:6 (1 cement: 6 fine sand)
12488.91
-
383
Finishing walls with water proofing cement paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)
12488.91
-
116.9
Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
3972.23
-
160.6
Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent
43.88
-
4481.3
Providing and laying Sand stone cobbels in required design and patterns, in linear as well as curvilinear portions of the pathway/building all complete as per the architectural drawings with 40-60 mm thick stone cobble over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
2432.5
-
1136.94
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
16.91.2 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
150
-
1091.5
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin- charge).
27.34
-
10117.6
Providing and laying Yellow Sand stone natural flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
120
-
2019.71
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
10.26.1 M.S. tube
56630
-
196.8
Dust Bean
15
-
8419
Seating Benches
15
-
9912
Water ATM
5
-
915621
Providing and fixing Glass Reinforced Concrete (G.R.C.) Elements in approved design, thickness and color.
1
-
855235.68
Two Pole Structure With Transfomer Mounted on Pole
Supplying and erection of galvanised stay set for 11 KV over head lines complete with 19/ 20 mm dia X 1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm thick, thimble, stay clamps, turn buckle ( 20 mm X 600 mm ), 7/ 4.00 mm dia G.I. stay wire and 11 KV strain insulator etc in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling etc. as required.
2
-
5455
Two Pole Structure With Transfomer Mounted on Pole
Supplying of 50 mm X 8 mm M.S. flat iron pole top bracket/ cross arm for single 11/22/33 KV over head line conductor complete with fixing clamps, bolts, nuts and washers drilling holes for insulator pins, bolts and nuts etc and painting with primer and finish paint as required.
4
-
615
Two Pole Structure With Transfomer Mounted on Pole
Supplying of two lengths of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) double pole cross arm for three wire 11KV over head line conductors complete with through bolts and nuts for clamping to the poles, 50 mm X 6 mm M.S. flats welded on one side to the channel iron and with bolts and nuts on the other side for tying the cross arms together, including drilling holes for insulator pins/ fittings, bolts, nuts and washers etc and painting with primer and finish paint as required.
4
-
5125
Two Pole Structure With Transfomer Mounted on Pole
Supplying and erection of 11 KV pin insulator complete with large steel head G.I. pin, nuts, washers etc. as required.
12
-
312
Two Pole Structure With Transfomer Mounted on Pole
Supplying and erection of 11 KV disc insulator for 11 KV over head lines with galvanised insulator fittings, ball and socket type and complete with galvanised strain clamps, bolts, nuts, washers etc. as required.
6
-
978
Two Pole Structure With Transfomer Mounted on Pole
Supplying and erection of three piece nonlinear resistor type lightning arrestor suitable for 3 wire, 11 KV overhead lines with rated voltage 9 KV (rms) with a nominal discharge current rating of 5 KA and complete with galvanised clamping arrangement, G.I. bolts, nuts, washers etc. as required.
2
-
2628
Two Pole Structure With Transfomer Mounted on Pole
Erection of RCC/ PCC pole of following length in brick ballast and ramming the foundation, finishing with 150mm thick cement concrete (1:3:6) layer on top with including excavation and refilling etc as Above 8.0 metre and upto 11.0 metre required.
4
-
7414
Main LT Panel Incomer
Providing and fixing following rating and breaking capacity MCCB with
thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required.
630 A 50 KA, FP MCCB Incomer Rating for the LT Panel
2
-
43092
Power Distribution Box
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
4 way (4 + 12), Double door
5
-
4091
Incomer-FP MCB
Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 100A
40A PDB Outgoing-SP MCB
5
-
1034
Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 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.
Triple pole and neutral
20
-
1228
Supplying and laying of following size DWC HDPE pipe 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
50
-
128
63 mm dia (OD-63 mm & ID-51 mm nominal)
Main Feeder Pillar to Feeder Pillar
2040
-
247
Sub- Circuit Wiring
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required
2 X 4 sq. mm + 1 X 4 sq. mm earth wire
50
-
428
Erection of Pole
Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required.
Above 6.5 metre and upto 8.0 metre
533.65
-
6066
EARTHING
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. Details of cost for one Set
For 2 Pole Structure, Feeder Pillar
4
-
7472
For 2 Pole Structure, Feeder Pillar
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
20
-
144
2 Pole Structure With Transfomer Mounted
Two Pole Structure
Supply of 9 mtrs Pole
11 kV Drop Out Fuse
Supply & Erection of 11 KV DOF Set of three nos i/c necessary connection complete as per Technical specification-Drop Out Fuse type SMD Fuse
4
-
20558.55
Transformer
Supply of 25 KVA, 11/0.433 kV 3 Phase , Oil Cooled Copper Wound Outdoor Transformer
2
-
5208.17
For Village Street Light-2 Transformer Main Feeder Panel
Design, manufacture, supply, inspection, handling, assembling, affecting proper connections, testing and commissioning of 14 SWG CRCA sheet steel fabricated cubical outdoor type Main Feeder Panel , floor mounting, dust & vermin proof, front operated construction, double door enclosure class - IP 65, powder coated after proper treatment with 9 tank process with top/bottom removable gland plates, as required, double compression type cable glands, earth bus, hinged and lockable doors to achieve dust and vermin proof complete with all inter connections small wiring by min. 2.5 sq. mm. FRLS copper wires, ckt labels etc. The Aluminium Bus Bar shall be of suitable length, 600 volts, 3 phase 50 Hz TPN, electrolytic aluminium as per IS 8623 . The panel feeders shall be suitable for terminating suitable nos. 3.5 / 4 core armoured aluminium cable as required.
2
-
118208.92
INCOMER : 02 nos. 125 AMP FP MCCB (25 KA)
BUS BAR : 250 AMP, 500 Volts, 3 phase 50 HZ TPN high conductivity electrolytic Aluminium bus bar of suitable length, insulated by heat shrinkable sleeves. The current density of bus bar shall be minimum 1.00 sq mm / amp.
OUT GOINGS : 63 AMP FP MCCB (25 KA)
2
-
342642.5
Installation (20%)
2
-
68528.5
Design, manufacture, supply, inspection, handling, assembling, affecting proper connections, testing and commissioning of 14 SWG CRCA sheet steel fabricated cubical outdoor type Feeder Panel , floor mounting, dust & vermin proof, front operated construction, double door enclosure class - IP 65, powder coated after proper treatment with 9 tank process with top/bottom removable gland plates, as required, double compression type cable glands, earth bus, hinged and lockable doors to achieve dust and vermin proof complete with all inter connections small wiring by min. 2.5 sq. mm. FRLS copper wires, ckt labels etc. The Aluminium Bus Bar shall be of suitable length, 600 volts, 3 phase 50 Hz TPN, electrolytic aluminium as per IS 8623 . The panel feeders shall be suitable for terminating suitable nos. 3.5 / 4 core armoured aluminium cable as required.
(a) 63 AMP TPN MCB-12 KW Load
12
-
66183.45
Digital 24 hour-Astronomical Timer
Installation (20%)
12
-
13236.69
Street Light
Supply Installation, testing and commissioning of IP66/IK09, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,80W for streetlight application with Dimmable driver and integrated SLC, including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:
-DriverEficiency:86%~93%;Maximum Current:AC0.22A(max)~AC2.5A(max)
-High eficiency driver:PF0.98,driver eficiency92%.
-InputSurgeProtection:6kVline-line,10kVline-earth,20KVSPD
-Operating temperature rating:-40°Fto122°F(-40°C to 50°C).
335
-
15076.27
Solar Street Light
Supply Installation, testing and commissioning of IP65/IK09, 30 Watt White LED type Solar Street Light (LED based) consist of white LED luminaire ( LED + Driver) and including battery , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:
-DriverEficiency:86%~93%;Maximum Current:AC0.22A(max)~AC2.5A(max)
-High eficiency driver:PF0.98,driver eficiency92%.Supply of Hot-Dip Galvanized conical 7m height Poles for Street Lighting with decorative brackets, IS 2062 for base plate with door opening arrangements, including suitable boards, bakelite sheet suitable to withstand the wind speed of 47 m/sec.
73
-
34264.25
Supply of Hot-Dip Galvanized conical 7m height Poles for Street Lighting with decorative brackets, IS 2062 for base plate with door opening arrangements, including suitable boards, bakelite sheet suitable to withstand the wind speed of 47 m/sec.
437
-
27397.69
Flood Light
Supply of LED type Flood light 80 W fixtures with required. lamps, control gears, including. connection with 3x1.5 sq.mm flexible fire-retardant copper connecting wire of required length. complete as required for outdoor application.
4
-
15076.27
Cables
Supplying following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.
4C x 10 Sq mm
15700
-
426.25
4C x 16 Sq mm
1955
-
509.85
Supplying following sizes of PVC insulated aluminium conductor, Three and Half core cable in the existing cablr tray. Grade 650/1100 V as per IS 7098 with upto date amendements.
4C x 120 Sq.mm
40
-
1939.36
Solar Supplying and Installation of 20 kWp Solar Module & Mounting Structure, Solar PCU (PWM)/Solar PCU (MPPT) including Tubular Batteries, Array Junction Box/ D.C Distribution Box, Earthing Kit along with accessories, Lightning Arrestor
For Parking Area
4000
-
115.13
5 Environment Monitoring
5.1.Air Quality Monitoring2 location - Koti Colony and Tiwar Gaon nearby Pier
3 locations @ 15000/-per time in 2 season- Gram Sabha Area, School area & Parking area
7
-
15000
5.2. Water Quality Monitoring at major water bodiesat Upstream and dowstream
2 location for2 years at pre and post monsoon per time any Bore well & tap water
8
-
10000
5.3. Noise Monitoring at sensitive locations at an average distance of 15 Km.
3locations for 2 years 2 season Gram Sabha Area, School area & Parking area
6
-
8000
5.4.Soil Quality Monitoring at sensitive locations at an average distance of 25 Km.
2 locations for 2 years 2 season- Gram sabha & View Point
4
-
10000
5 Mobilization Charges one time
1
-
50000
7. Severances & Others (including training, workshops, awareness campaigning etc.)
1
-
200000
9. Provision of LPG to common kitchen of contractors labour camp ( total no 2)
9
-
1160
Environmental Monitoring Annual Cost During Operational Phase during First Four Years at 3 locations Air Pollution Monitoring at sensitive
3 location quarterly- Parking area, Gram sabha Area & View point area
16
-
15000
1.2 Water Monitoring yearly once
2 locations for 4 years per season quarterly
10
-
10000
1.3. Noise Monitoring at sensitive locations at an average distance of 15 Km 3 location quarterly- Parking area, Gram sabha Area & View point area
23
-
8000
1.4. Mobilization Charges One Time
1000
-
50000
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