Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.6 LAccepted-AOC B 22 152 STREET NO 1 14 BABA FARID NAGAR BATHINDA 151001 PB | BATHINDA | PUNJAB | 151001 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹58.4 L+₹57,265 (0.99%)Rejected-Finance | L2 | Rejected-Finance High Rate Quoted | |
| 3 | Rejected-Technical SHIV BARI ROAD NEAR KASUMAL HOTEL BIKANER 334003 RAJASTHAN | BIKANER | BIKANER | RAJASTHAN | 334003 | - | Rejected-Technical Not recommended to open cover 2 for not having eligible cat. |
Tender Value
₹60.1 L
EMD Value
₹1.2 L
Closing Date
17 Feb 2024, 6:00 pmClosed
Col Shery Goel, CWE Bikaner
HQ CWE Bikaner, Bikaner Mil Stn
Spl repair of certain roads in 10 Corps Zonal wksp including certain road furniture and misc work and Provn of blacktop road alongwith street lights from gate No 02 upto assembly hall at Rapps at Suratgarh Mil Stn
2023_MES_633091_2
CA No CWE BKN-Token No. 57/2023-2024
Open Tender
Civil Works
Item Rate
120 days
GE A SURATGARH
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
Yes
₹1.2 L
Yes
27 Mar 2024
27 Jan 2024
24 Feb 2024
27 Jan 2024
17 Feb 2024
3 Feb 2024
27 Jan 2024 - 31 Jan 2024
Amount
M&L for repairs to pot holes, not exc 1 square metre each, including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, cutting around edges to at least 25 mm in depth, on existing road surfaces, and making good applying evenly a tack coat of paving bitumen primer of grade VG-10 at the rate of 05 Kg per 10 Sqm, putting in premixed bituminous macadam with crushed and graded stone aggregate mixed together with 5.5% of paving bitumen of grade VG-30 by weight of total mix, well rammed and sealed with binder 9.8 Kg per 10 sqm, blinded with 0.09 Cum of stone chippings, 6.3 mm size and again well rammed including supply of premixed macadam, binder and chipping, depth of pot holes not exc 30mm, complete all as specified and as directed. Note : Job mix formula of premix bituminous macadam shall be approved by CWE.
M&L for providing, laying, spreading premix bituminous macadam with crushed and graded stone aggregate mixed together with 4.5% of paving bitumen of grade VG-30 by weight of total mix including heating bitumen to the required temperature, mixing bituminous macadam in automatic and temperature controlled hot mixing plant, laying, spreading by means of mechanical paver and rolling and consolidating to the required gradient and camber (consolidated thickness 75 mm or less) with 8 to 12 tonne power road roller complete all as specified and as directed. Note : Job mix formula of premix bituminous macadam shall be approved by CWE.
Supply & laying for RCC pipes 150mm dia class NP2 laid and jointed complete with collars complete all as specified and as directed. (Note : Excavation, earth work shall be deemed to be included quoted rate of this item.
M&L for PCC 1:3:6 type C2 using 40 mm graded crushed stone aggregate in bedding to drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested for 150 mm bore pipe complete all as specified and as directed.
Material & Labour for preparing newly laid un-surfaced WBM surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with air compressor through air jet to remove all loose dirt etc and applying evenly a tack coat of paving bitumen primer of grade VG-10 at the rate of 10 Kg per 10 Sqm of road surface by sprayer operated on hot pressure mechanism, providing, laying, spreading 40mm thick (consolidated thickness) of premix Semi Dense Asphaltic Concrete (SDAC) with crushed and graded coarse aggregates as per design based on Job mix formula with 5.5% bitumen binder content (bitumen of Grade VG-30) by weight of total mix including heating bitumen to the required temperature, mixing bituminous concrete in automatic and temperature controlled hot mixing plant, laying, spreading uniformly by means of Mechanical paver and rolling and consolidating to the required gradient and camber with 8 to 12 tonne power road roller and Vibromax roller to a uniform smooth surfaces complete all as specified and as directed. Notes : (i) Job mix formula shall be approved by CWE. (ii) Paving bitumen primer of Grade VG-10 for tack coat and bitumen of Grade VG-30 for semi dense asphaltic concrete shall be used and shall be procured by the contractor under his own arrangement and at his own cost. (iii) Cost of all the materials, T&P, labour etc. required for preparation of surfaces, applying tack coat, providing and laying semi dense asphaltic concrete including procurement of bitumen as specified here-in-before, stone aggregates & sand etc., rolling and all other elements required for entire completion of the job shall be deemed to be included in the unit rate quoted for this item. (iv) Computerised print out of data of bituminous concrete in automatic and temperature controlled hot mixing plant shall be provided to the GE by contractor.
M&L for Thermo plastic road marking 2 mm thick painting (lines, dashes, arrows, letters etc on new or previously treated road surfaces) with road safety spikeries glass beads including preparation of new or previously treated road surfaces and applying paint by using special applicator machine with heating arrangement complete all as specified and as directed.
M&L for Moorum / red bajri in road side berms or paving, 100mm spread thickness, rolled and consolidated to required gradient and camber using with 8 to 10 tonne mechanical power road roller including watering as in granular sub base and light wearing surfaces complete all as specified and as directed.
M&L for 150mm thick (spread thickness) soling (or sub base), in one layers with broken boulder or quarried stone of grading-1 (90mm to 63mm size) (Granite, Trap, Basalt), interstices filled, surface formed and rolled with 8 to 12 tonne power roller and consolidated to required gradient and camber etc, complete all as specified and as directed
M&L for preparing black top bituminous surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with air compressor through air jet to remove all loose dirt etc and applying evenly a tack coat of paving bitumen primer of grade VG-10 at the rate of 05 Kg per 10 Sqm of road surface by sprayer operated on hot pressure mechanism, providing, laying, spreading 30mm thick (consolidated thickness) of premix Semi Dense Asphaltic Concrete (SDAC) with crushed and graded coarse aggregates as per design based on Job mix formula with 5.5% bitumen binder content (bitumen of Grade VG-30) by weight of total mix including heating bitumen to the required temperature, mixing bituminous concrete in automatic and temperature controlled hot mixing plant, laying, spreading uniformly by means of Mechanical paver and rolling and consolidating to the required gradient and camber with 8 to 12 tonne power road roller and Vibromax roller to a uniform smooth surfaces complete all as specified and as directed. Notes : (i) Job mix formula shall be approved by CWE. (ii) Paving bitumen primer of Grade VG-10 for tack coat and bitumen of Grade VG-30 for semi dense asphaltic concrete shall be used and shall be procured by the contractor under his own arrangement and at his own cost. (iii) Cost of all the materials, T&P, labour etc. required for preparation of surfaces, applying tack coat, providing and laying semi dense asphaltic concrete including procurement of bitumen as specified here-in-before, stone aggregates & sand etc., rolling and all other elements required for entire completion of the job shall be deemed to be included in the unit rate quoted for this item. (iv) Computerised print out of data of bituminous concrete in automatic and temperature controlled hot mixing plant shall be provided to the GE by contractor.
M&L for 150 mm thick (Compacted thickness) WBM, in two layers (75 mm thick each layer) with coarse aggregates of granite, trap or basalt stone of grading 2 (63 mm to 40 mm size) or of grading 3 (50 to 20 mm size), blinded with screening of hard stone of grading ‘A’, spread, watered and rolled with 8 to 12 tonne power roller, hollows made up to form true surface and consolidated to required gradient and camber etc, complete all as specified and as directed
S&F Solar Stud of size 125mm x 125mm x 25mm (shank 60 mm), aluminium alloy shell, electronically operated automatically turns ON at night and turns OFF at day, high efficiency mono crystalline solar panel 2.4 V / 0.3 Watt, one Ni-Mh or Ni-Cd rechargeable battery (1.2 V / 1600 MA), six super bright LEDs with 10000 to 18000 mcd (Millicandela), view distance upto 1000m, flash rate 2 Hz, capable to withstand weight upto 10 tonne, unbreakable poly carbonate clear facing designed for maintenance free operation, 100% water proof design according to IP-65, Red or Amber colour, complete all as specified and as directed including dismantling and taking out old unserviceable / broken solar stud of any type. Notes :- (i) Solar Stud shall be of Model “DA 110 (DHRUV)’ of make ‘DARK EYE’ or equivalent of make GREENLITE / 3M / TATA BP / Avery Dennison / Alexis / Oscar / DEV / Surya / Sharp Eyez. (ii) Reflector shall be positioned at the best eye guiding level so that drivers shall be warned from a safe distance.
S&F Solar Stud of size 125mm x 125mm x 25mm (shank 60 mm), aluminium alloy shell, electronically operated automatically turns ON at night and turns OFF at day, high efficiency mono crystalline solar panel 2.4 V / 0.3 Watt, one Ni-Mh or Ni-Cd rechargeable battery (1.2 V / 1600 MA), six super bright LEDs with 10000 to 18000 mcd (Millicandela), view distance upto 1000m, flash rate 2 Hz, capable to withstand weight upto 10 tonne, unbreakable poly carbonate clear facing designed for maintenance free operation, 100% water proof design according to IP-65, Red or Amber colour, complete all as specified and as directed. Notes :- (i) Solar Stud shall be of Model “DA 110 (DHRUV)’ of make ‘DARK EYE’ or equivalent of make GREENLITE / 3M / TATA BP / Avery Dennison / Alexis / Oscar / DEV / Surya / Sharp Eyez. (ii) Reflector shall be positioned at the best eye guiding level so that drivers shall be warned from a safe distance.
S&F delineator with ABS round body fitted with 2 Nos 65mm dia highly reflective reflectors made out of PMMA (Polymethyl Methacrylate) and mounted on mild steel pipe of 50mm dia duly powder coated, anti rust & anti theft steel net, overall 600mm height, delineator shall be fixed in plain cement concrete 1:2:4 Type B1 (using 20mm graded crushed stone aggregate) block of size 300x300x350mm deep, including necessary excavation & earthwork, complete all as specified and as directed including dismantling and taking out old unserviceable / broken delineator of any type. Notes :- (i) Delineator shall be of Model “DA 952 GP’ of make ‘DARK EYE’/Delineator shall be of Model “OS 797’ of make ‘OSCAR’ or equivalent of make GREENLITE / 3M / TATA BP / Avery Dennison / Alexis /DEV / Surya / Sharp Eyez. (ii) Reflectors shall be positioned at the best eye guiding level so that drivers shall be warned from a safe distance.
Supply & fixing road stud of size 110 x 128 x 30mm, two way reflective, aluminium alloy body, Red or Amber colour, complete all as specified and as directed including dismantling and taking out old unserviceable / broken road stud of any type. Notes :- (i) Road Stud shall be of Model “DA 971’ of make ‘DARK EYE’ or equivalent of make GREENLITE / 3M / TATA BP / Avery Dennison / Alexis / Oscar / DEV / Surya / Sharp Eyez. (ii) Reflector shall be positioned at the best eye guiding level so that drivers shall be warned from a safe distance.
Supply & fixing road stud of size 110 x 128 x 30mm, two way reflective, aluminium alloy body, Red or Amber colour, complete all as specified and as directed. Notes :- (i) Road Stud shall be of Model “DA 971’ of make ‘DARK EYE’ or equivalent of make GREENLITE / 3M / TATA BP / Avery Dennison / Alexis / Oscar / DEV / Surya / Sharp Eyez. (ii) Reflector shall be positioned at the best eye guiding level so that drivers shall be warned from a safe distance.
M&L for Cement concrete (Quality Controlled Concrete) work in pavement/hardstanding of flexural strength 40 Kg/per square centimetre in field using 400 Kg of cement per cubic metre, thickness of concrete 25 cm or less including necessary formwork for laying in alternate bays of size as directed by Engineer-in-Charge including demolition of cement concrete (unreinforced) of any description complete all as specified & as directed. Note : Design mix shall be approved by GE before execution of the work. In case quality of cement as per actual design mix workout less 400 Kg per cum of concrete, then minimum cement as 400 Kg per cum of concrete shall be used without any extra cost to Govt. In case cement as per actual design mix is more than the 400 Kg per cum of concrete the actual quality as per design mix shall be used in the work without any extra cost to Govt.
Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed.
Removing excavated soil/material to a distance not exc 50 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and as directed.
M&L for hardcore of broken stone or boulders, gauge not exceeding 63mm, deposited, spread and leveled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and as directed.
M&L for 100mm thick PCC (1:2:4) type B2 using 40mm graded crushed stone aggregate as in sub base of floor complete all as specified and as directed.
Material & labour for factory made 80mm thick machine pressed precast cement concrete interlocking paver blocks of Grade M-40 conforming to IS 15658-2006 of any shape and size as directed with grey cement and no pigment laid over & including 25mm thick sand cushioning, joints of blocks filled with dry sand and compacted with mechanical vibrator complete all as specified & as directed.
M&L for factory made machine pressed Kerb stone precast cement concrete 1:3:6 type C1 using 20mm graded crushed stone aggregate weathering slightly chamfered and setting in cement and sand mortar 1:4 complete all as specified and as directed.
M&L for Stone sett flooring with hard granite stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick, grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush including dismantling of stone sett road of any description or thickness complete all as specified and directed. Make of metallic floor hardener : IRONITE/HARDONATE
Re-fixing of stone sett flooring with hard granite stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick, grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush including dismantling of stone sett road of any description or thickness complete all as specified and directed. Make of metallic floor hardener : IRONITE/HARDONATE
M&L for Edge stones to flooring with stone setts of size 250 to 300mm long x 150 to 200mm wide, and 450mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick, grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush including dismantling of stone sett road of any description or thickness complete all as specified and directed. Make of metallic floor hardener : IRONITE/HARDONATE
Ram Parkash Constructions Pvt. Ltd.
stage.html
html • 0.05 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 .