Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC BEING LOWEST AND REASONABLE |
| 2 | L2₹1.3 Cr+₹2.7 L (2.14%)Rejected-Finance | ₹1.3 Cr+₹2.7 L (2.14%) | L2 | Rejected-Finance BEING NOT LOWEST |
| 3 | L3₹1.3 Cr+₹5.7 L (4.47%)Rejected-Finance 245A 7A 1 JAYANTIPUR GOKUL AWAS YOJNA SULEM SARAI PRAYAGRAJ UTTAR PRADESH | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211011 | ₹1.3 Cr+₹5.7 L (4.47%) | L3 | Rejected-Finance BEING NOT LOWEST |
| 4 | L4₹1.4 Cr+₹8.0 L (6.33%)Rejected-Finance 10 SHANTI VIHAR RUDRAPUR UDHAM SINGH NAGAR UTTARAKHAND 263153 | UDAM SINGH NAGAR | UTTARAKHAND | 263153 | ₹1.4 Cr+₹8.0 L (6.33%) | L4 | Rejected-Finance BEING NOT LOWEST |
| 5 | L5₹1.4 Cr+₹15.9 L (12.6%)Rejected-Finance | ₹1.4 Cr+₹15.9 L (12.6%) | L5 | Rejected-Finance BEING NOT LOWEST |
Tender Value
₹1.2 Cr
EMD Value
₹2.0 L
Closing Date
13 Oct 2021, 6:00 pmClosed
CWE (AF) Bamrauli
HQ CWE (AF) Bamrauli Allahabad 211012
PROVN OF PERIMETER LIGHTS IN TECH AREA AT AFS BAMRAULI
2021_MES_448029_2
87135/C/E8
Open Tender
Civil Works - Others
Item Rate
180 days
Bamrauli
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,000
GE (AF) Bamrauli
₹2.0 L
Yes
23 Nov 2021
25 Sept 2021
21 Oct 2021
25 Sept 2021
13 Oct 2021
5 Oct 2021
Amount
Excavation in trenches in any type of soil not exceeding 1.5 mtr wide and not exc 1.5 mtr in depth for foundation etc or for shafts wells manholes etc not exc in 10 sqm on plan and getting out complete all as specified and directed.
Excavation in trenches in any type of soil not exceeding 1.5 mtr wide and exceeding 1.5 mtr in depth but not exceeding 3.0m deep for foundation etc or for shafts wells manholes etc not exceeding in 10 sqm on plan and getting out complete all as specified and directed.
Returning filling in, foundation / trenches including spreading, levelling, watering and well ramming in layers not exceeding 25 cm complete all as directed by Engineer-in-charge.
Removing surplus excavated soil/materials to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr from the starting point complete all as directed by Engineer-in-charge.
Supply and lay old size sub class B brick well burnt, laid perpenicular and flat to the cable abuting each other as cable protection complete all as specified and directed.
Material and labour river bed sand for Sand cushioning for cables 8 cm below the cable and 15 cm above the cable and punned to 18cm complete all as specified and directed . Note:- Punned thickness shall be measured for payment purposes.
Material and labour for plain cement concrete 1:2:4 type B-2 ( using 40 mm graded stone aggregate) in sub base and foundations filling and mass concrete all as specified and as directed.
Material and labour for plain cement concrete 1:4:8 type D-2 ( using 40 mm graded stone aggregate) in sub base and foundations filling and mass concrete all as specified and as directed.
Material and labour for Plain Cement Concrete 1:2:4 type B1 (using 20 mm graded aggregate)as in lintels upto 1.5m clear span, cills, steps;seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed.
Supply, laying, testing and commisioning in trenches of XLPE Insulated galvanised steel strip armoured electric power cables(heavy duty)1100 volts grade with stranded aluminium conductor of size 10 Sqmm 4 core complete all as specified and directed.
Supply, laying, testing and commisioning in trenches of XLPE Insulated galvanised steel strip armoured electric power cables(heavy duty)1100 volts grade withstranded aluminium conductor of size 16 Sqmm 3.5 core complete all as specified and directed.
Supply, laying, testing and commisioning in trenches of XLPE Insulated galvanised steel strip armoured electric power cables(heavy duty)1100 volts grade with stranded aluminium conductor of size 25 Sqmm 3.5 core complete all as specified and directed.
Material and labour for boring of holes (manually) under road, hard standing without damaging the surface for 50mm bore GI pipe complete all as specified and directed. Note:- (i) Depth of bore hole shall be 1 meter below the top surface of road / Hard standing. (ii) GI Pipe shall be measured and paid in respective item of this schedule.
Supply and laying GI pipe 50mm bore medium grade with all necessary fittings, laid in trenches, fixed to wall, laid under floors, roads, along poles for protection of cables complete all as specified and as directed.
Earthing complete with galvanised mild steel earth electrode plate 600 X 600 X 6 mm thick buried directly and vertically in ground to a depth not less than 2.25 metres below ground level with top edge of plate not less than 1.5 metres below normal grond level and connected to galvanised iron earth strip 32x6mm size by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical Plate No 3 of MES SSR Part-I connected to main switch board or main control board all as specified and testing on completion including provision of earth strip protected by galvanised iron 40 mm bore medium grade pipe with all fittings from the earth electrode fixed along pole with and including 25 x 6mm flat iron clamp, bolts, nuts and washers and watering pipe shall be 20 mm bore GI medium grade from top of the earth electrode to bottom of the earth pit including all excavation and earth work in any type of soil and removal of soil upto 50 metre, Plain Cement Concrete pit with pre-cast RCC cover with handle, charcoal/salt, funnel , CI frame etc complete all as directed. Notes :- (i) The concrete pit shall be made in Plain Cement Concrete 1:3:6 type C-1, 40mm thick precast cover slab of RCC (1:2:4) type B-1 using 20mm graded stone aggregate with suitable MS handle in lieu of cast iron cover shown in electrical plate No 3 of MES SSR Part-I. Reinforcement in RCC cover shall be of 8mm dia TMT bars laid @150mm c/c both ways. (ii) Item includes the cost of 7.5 metre GI pipe for protection of earth strip. Any variation in length shall be adjusted through deviation order. (iii) Item includes cost of 7.5 metre earth strips. Any variation in length shall be adjusted through deviation order. (iv) Plate electrode shall be surrounded by adequate quantity of charcoal dust & salt to a packed thickness of 15 cm on all sides.
item No 16 Contd... (e) Including of 3 Phase load of 5 to 8 KW with contractor (3 Nos) of 415V, three phase of 63 amps rating, incomming and outgoing MCB Sutable size. (f) ON load change over switch 63 Amp ,415 V,4 pol fitted in panel - 1 Nos Note: Cable glands should be provided for all incoming /outgoing connections.
Supplying and fixing of 90W LED street light fitting with luminare made up of pressure die cast aluminium housing with toughned glass and individual LED lenses complete making connection with 1.5 Sqmm, 3 core, copper round wire. (i) The driver should be potted ant vibration type, IP66 should be sustain 440 volt for 2-4 hrs (ii) LM-79 and LM-80 test report with 50000 burning hrs LED life from NABL lab shall be provided (iii) CRI (Colour Rendering Index of fixture shall be greater than 70 (iv) CCT ( Colour correlated Temperature) of fixture shall be ± 300K (v) system lumen efficiency shall be > 100 lumen/Watt complete all as specified and directed.
Supply and fix LED Flood light fitting 150 watt, with surge protection 4KV inbuilt in driver and minimum 10 KV separate, IP66 having Pressure dia cast aluminum housing with heat resistant toughened glass, individual LED lenses complete making connection with 1.5 Sqmm, 3 core, copper round wire and suitable for mounted on angle iron frame. (i) The driver should be potted ant vibration type, IP66 should be sustain 440 volt for 2-4 hrs. (ii) LM-79 and LM-80 test report with 50000 burning hrs LED life from NABL lab shall be provided. (iii) CRI (Colour Rendering Index of fixture shall be greater than 70 (iv) CCT ( Colour correlated Temperature) of fixture shall be ± 300K (v) system lumen efficiency shall be > 100 lumen/Watt complete all as specified and directed.
Supply and fix steel tubular swaged poles 09 meters long complete with MS base plate of size 300 mm x300mm x 6 mm thick ,finial taper plug,bolts,nuts and screws as specified type 410 SP-31 Including all necessary excavation & earth work in any type of soil for foundation of poles, Plain Cement Concrete 1:3:6 type (C-2) (using 40 mm graded stone aggregate in foundations of size 1.20 m X 0.60 m X 1.65 m below ground level, Plain Cement Concrete 1:2:4 type (B- 1 )(using 20 mm graded stone aggregate) in plinth block, coping of size 600 X 600 X 300 mm above GL , removing surplus soil to a distance not exceeding. 50 metre and depositing where directed, including necessary form work and providing 3 Nos of 30cm wide circular bands with Aluminium & blue paint starting from plinth level at a gap of 30cm in between 2 bands and numbering of poles shall be done with synthetic enameled painted letter of shape & size complete over a coat of primer and one under coat and one finishing coat of aluminium paint complete all as specified and directed.complete all as specified and directed. Note -(i) SSR part I clause No.19.5 & 19.52 and other relevant clauses of SSR refers for execution of work. (ii) poles shall be procured directly from the manufacturer mentioned in tender documents. (iii) Material and labour for painting of pole externally with one coat of black bituminous paint (up to planting depth) and above plinth block concrete collar with two coat of aluminium paint over a coat of red oxide primer including preparation of surface including painting of 30 cm wide bands 3 Nos with synthetic enamel paint of appropreate colour in alternate layer up to the hight of 1.5 mtr above plinth block.
Supply & Fixing Steel tubular swaged poles 5.5 metre long complete with the Cost iron base plate , finial tapper plug ,bolts ,nuts and screws as specified type () pole of size 100/80mm dia complete confirming to IS: 2713 complete including the following : Note (a) excavation in trenches not exceeding 1.5 mtr wide & 2.5 mtr deep for pole fundation & getting out in soft loose soil, returning filling in the excavated soil after fixing the pole in fundation ramming earth around in layer nexc 25 cm thick and disposal of surplus soil to distance not exc 50 mtr. (b) Materian and labour for Plain Cement Concrete 1:4:8 type D2 (using 40 mm graded stone agrgregate) in foundation 900mm x 600 mm cross section and planting depth 1.5 mtr for concrete incasing the pole up to GL all as directed. (c) Material and labour for Plain Cement Concrete 1:3:6 type C2 (using 40 mm graded stone agrgregate) for plinth block/ collar above GL 200 mm high and 450 mm dia all as directed. (d) Material and labour for painting of pole externally with one coat of black bituminous paint (up to planting depth) and above plinth block concrete collar with two coat of aluminium paint over a coat of red oxide primer including preparation of surface including painting of 30 cm wide bands 3 Nos with synthetic enamel paint of appropreate colour in alternate layer up to the hight of 1.5 mtr above plinth block.
Supply and fix junction box [FRP] of size 250x200x100mm complete with 100 Amp aluminium bus bar, 4 way, fixed on SMC insulator alongwith 01 No MCB SP 06 amps capacity with necessary fixing arrangements by providing MS clamps 2 nos made out of MS flat 25 x 5mm including nut bolts two coats aluminimum painting over a coat of primer etc complete all as specified and directed by Engineer-in- charge.
Supply and fix perimeter lights bracket complete with 1.2m long GI pipe 40 mm dia medium grade, 60 degree bend,with necessary fixing arrangements by providing MS clamps 2 nos made out of MS flat 25 x 5mm including nut bolts two coats aluminimum painting over a coat of primer complete all as specified and directed by Engineer-in- charge.
SAKSHAM BUILDERS AND ENGINEERS
R.K.ASSOCIATES
M/S Amar Enterprises
M/s R.V. Constructions
M/s NSA Engineering Corporation
M/s DHARAM VIR GHAI
stage.html
html • 0.07 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.PDF
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .