Periodical Renewal To Jagityal - Karimnagar Road (Nh563) From Km 44/2 To 48/0 For The Year 2020-21 In The State Of Telangana
Tender Value
2.99 Crore
Estimated cost
Bid Submission
02 Dec 2020
0 days left
EMD
3 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
KARIMNAGAR → Telangana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Periodical Renewal To Jagityal - Karimnagar Road (Nh563) From Km 44/2 To 48/0 For The Year 2020-21 In The State Of Telangana
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 21-Nov-2020 | R&B - Telangana-SE (R&B), N.H CIRCLE KARIMNAGAR | Extension of bid submission closing date | 02-Dec-2020 |
BOQ
| S.No | Subwork Name | Specification Number | Quantity | UOM | Rate(INR) | Amount(INR) |
|---|---|---|---|---|---|---|
| 1 | Road work | As per E-in-C(R&B), SR&CRN,Circular No.RSI/DCE(R)/ EE(RS)/DEE(RS)/AEE(RS)/2019, Dt:31.10.2019 and 81 | 20.00 | RM | 2857.00 | 57140.00 |
| Providing and erecting a \"W\" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150X75X5mm spaced 2m centre-to-centre, 1.80m high, 1.1m 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 150X75X5mm, 330mm long complete as per Clause 811.3 (Excluding GST) | ||||||
| 2 | Road work | As per E-in-C(R&B), SR&CRN,Circular No.RSI/DCE(R)/ EE(RS)/DEE(RS)/AEE(RS)/2019, Dt:31.10.2019 | 40.00 | Sft | 524.00 | 20960.00 |
| This flexible prismatic sheeting shall be of 1ft width and laminated at the back with a 50 micron thick Aluminum (AFP): This flexible prismatic sheeting shall be of 1ft width and laminated at the back with a 50 micron thick Aluminum (Al) foil with pressure sensitive adhesive and liner. Further, this flexible prismatic sheeting shall have screen printed arrow/slant line pattern in black color on top in a continuous roll format. Neither AFP sheeting nor the flexible prismatic sheeting used in it shall crack when slowly bent in 1 second time around a 1/8th inch mandrel after being conditioned for 24hrs at 0°C and tested as per section S2.2.2. of ASTM D 4956-09. The AFP sheeting, with the liner removed, shall be applied with a neoprene contact adhesive with Polychloroprene as base, viscosity of 200-450 cps and solid content of 20-30%. Once applied, the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off. A test report from institutes like ARAI/CRRI confirming to above mentioned flexibility and ASTM-D4956-09 Type-VI retro reflectivity performance of the flexible prismatic sheeting used in AFP shall be submitted by the tenderer during prequalification and supply of material (Excluding GST) | ||||||
| 3 | Road work | As per E-in-C(R&B), SR&CRN,Circular No.RSI/DCE(R)/ EE(RS)/DEE(RS)/AEE(RS)/2019, Dt:31.10.2019 | 2.00 | Nos | 30196.00 | 60392.00 |
| Providing & fixing Junction boards of 1500X1200mm Rectangular (Type XI):Providing and fixing Information / Junction / village name boards of size 1500 x 1200 mm made of Ratio reflective, sheeting of engineering grade as per MORTH specification No. 801 & of MOST Circular No.HW/NH-32023/31/88, DO.III,dt: 04.12.1995 for full background in green colour and white out letter and arrow marks as per IRC 67-2001 & IRC-30, 1968 with Engineering grade sheeting and fixed over 2mm thick aluminium sheet and painted back side with grey colour and fixed over back support frame of MS angle 25x25x3 mm all round and fixing with MS angle 35x35x4 mm and mounted on two MS angles posts of size 75x75x6 mm with clear height of not less than 2.1 in from the ground level to the buttom of the board as per the drawing. The sign posts should be painted with 1 coat of red oxide paint and 2 coats of 1st quality synthetic enamel paint black and white colour with bands of 30 cm height. The sign posts shall be firmly fixed with MS base angle 35x35x4 mm into the ground by 1:2:4 concrete foundation of size 450x450x600 mm including cost and conveyance of all materials, equipments, machinery and labour with all leads and lifts loading and un loading charges for satisfactory completion of the work (Excluding GST) | ||||||
| 4 | Road work | As per E-in-C(R&B), SR&CRN,Circular No.RSI/DCE(R)/ EE(RS)/DEE(RS)/AEE(RS)/2019, Dt:31.10.2019 | 10.00 | Nos | 10458.00 | 104580.00 |
| Providing and fixing Mandatory/ Regulatory sign of 900mm Circuler (Type XI) made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by Engineer -in-Charge (Excluding GST) | ||||||
| 5 | Road work | As per E-in-C(R&B), SR&CRN,Circular No.RSI/DCE(R)/ EE(RS)/DEE(RS)/AEE(RS)/2019, Dt:31.10.2019 | 16.00 | Nos | 7174.00 | 114784.00 |
| Providing and fixing Cation/Warning sign of 900mm Triangular (Type XI): Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral triangle made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by Engineer -in-Charge (Excluding GST) | ||||||
| 6 | Road work | As per E-in-C(R&B), SR&CRN,Circular No.RSI/DCE(R)/ EE(RS)/DEE(RS)/AEE(RS)/2019, Dt:31.10.2019 | 4.00 | Nos | 2649.00 | 10596.00 |
| Providing& fixing Delineators(Double Sided) : Supplying and installation of delineators (Roadway indicators) not less than 800mm high above ground level. The delineator shall have a core and shell construction which shall be made of tough, high impact resistant, injection-moulded, thermoplastic outer body. The inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm. The delineator should have top retro-reflective unit consisting of white color micro prismatic non metallic retro-reflective sheeting on both sides having a minimum exposed area of 125 cm2 each side and bottom retro-reflective unit consisting of red color micro prismatic non metallic retro-reflective sheeting on both sides having minimum exposed area of 35 cm2 each side confirming to ASTM D4956 type XI standards. The delineators shall be fixed to the ground by inserting the root of the delineator up to the marked portion and by firm concrete filling as per the instructions by engineer in-charge (Excluding GST) | ||||||
| 7 | Road work | As per E-in-C(R&B), SR&CRN,Circular No.RSI/DCE(R)/ EE(RS)/DEE(RS)/AEE(RS)/2019, Dt:31.10.2019 | 4.00 | Nos | 4550.00 | 18200.00 |
| Providing & fixing Hazard Marker of 300X900mm Reflectorized panel (Type XI): Supplying and installation of Hazard Markers/Delinators using M.S. angle of size 55x55x6mm and 120cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand,colour, with 30cm x 90cm Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting of Yellow colour and confirming to IRC 67:2012 fixed over 3MM Alluminium Composite Material having minimum 0.30 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and Yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried into the ground in a trench of size 30cm x 30cm and 50cm depth filled with CC M-20 including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading and un-loading charges necessary for successfull completion of the work on any road in division as directed by Engineer-in-Charge and conforming to IRC 67-2012 &MORT&H specification No.805 and approved drawings etc., complete for finished item of work (Excluding GST) | ||||||
| 8 | Road work | As per E-in-C(R&B), SR&CRN,Circular No.RSI/DCE(R)/ EE(RS)/DEE(RS)/AEE(RS)/2019, Dt:31.10.2019 | 34.00 | Nos | 562.00 | 19108.00 |
| Providing fixing of Median Marker made of polycarbonate for impact resistance and good weatherability. Polycarbonate used for molding the Median Marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the polycarbonate should not decrease to less than 70 % of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm, height and width of 10x10 cm. The Median Marker shall have fluorescent yellow retro-reflective sheeting conforming to type XI specifications as per ASTM D4956. Area of reflective sheeting should not be less than 70 cm2. Edge of retro-reflective sheeting shall be concealed using a grill/ mesh/ similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and printed in contrasting color on both sides of median marker for distinct identification (even from moving vehicles) (Excluding GST) | ||||||
| 9 | Road work | As per E-in-C(R&B), SR&CRN,Circular No.RSI/DCE(R)/ EE(RS)/DEE(RS)/AEE(RS)/2019, Dt:31.10.2019 & 804 | 636.00 | Nos | 361.00 | 229596.00 |
| Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(HI-impact polysterene) or ABS or ASA(Acrylic strene Acrylonitrite) and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 ? DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer?s recommendation and complete as directed by the engineer. | ||||||
| 10 | Road work | As per E-in-C(R&B), SR&CRN,Circular No.RSI/DCE(R)/ EE(RS)/DEE(RS)/AEE(RS)/2019, Dt:31.10.2019 & 803. | 2340.94 | Sqm | 663.00 | 1552040.57 |
| Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per MORTH Section 803.4 and IRC: 35-2015, the material should satisfy the requirements as per MORTH specifications 803.4 and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of \0\ degree centigrade to \-10\ degree centigrade D) Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-2015 and MORTH Section 803.4 (Excluding GST) | ||||||
| 11 | Road work | As Per MoRT&H Specification 408 ( 5th Rev) | 412.75 | Cum | 381.00 | 157257.75 |
| Construction of Median and Island with Soil Taken from Borrow Areas Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407 (Including Seigniorage charges and excluding GST) | ||||||
| 12 | Road work | As Per MoRT&H Specification ( 5th Rev) | 680.00 | Sqm | 86.00 | 58480.00 |
| Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (Excluding GST) | ||||||
| 13 | Road work | As Per MoRT&H Specification 409 ( 5th Rev) | 2000.00 | RM | 303.00 | 606000.00 |
| Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 (Including Seigniorage charges and excluding GST) | ||||||
| 14 | Road work | As Per MoRT&H Specification 305, 408 ( 5th Rev) | 1710.00 | Cum | 332.00 | 567720.00 |
| Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Including Seigniorage charges and excluding GST) | ||||||
| 15 | Road work | As Per MoRT&H Specification 507 ( 5th Rev) | 1621.00 | Cum | 7584.00 | 12293664.00 |
| Providing and laying bituminous concrete grade-II (using VG40)using 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 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (Including Seigniorage charges and excluding GST) | ||||||
| 16 | Road work | As Per MoRT&H Specification 505 ( 5th Rev) | 1985.00 | Cum | 6789.00 | 13476165.00 |
| Providing and laying dense graded bituminous macadam Grade-II with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using HBG crushed aggregates of specified grading, premixed with bituminous binder using VG 40 @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects (Including Seigniorage charges and excluding GST) | ||||||
| 17 | Road work | As Per MoRT&H Specification 503 ( 5th Rev) | 80225.00 | Sqm | 7.60 | 609710.00 |
| Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRT&H specification clause No. 503 complete in all respects (excluding GST) |
AI Tender Summary
Tender Timeline
Nov 21, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Dec 02, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedDec 02, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 17, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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