Construction Of 4 Laining Of Sunam_Lehragaga_Jakhal Road _Mdr_21 R . D . 2 . 130 To 3 . 380 Kms . Under Head Nabard_Ridf_Xxv
Tender Value
Ref. Documents
Estimated cost
Bid Submission
25 Jan 2021
0 days left
EMD
5.82 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
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Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sangrur → Punjab
EMD Exemption
Not Available
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Not Available
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Address
Project Description
Construction Of 4 Laining Of Sunam_Lehragaga_Jakhal Road _Mdr_21 R . D . 2 . 130 To 3 . 380 Kms . Under Head Nabard_Ridf_Xxv
BOQ
| Name of Work: Upgradation of Sunam Lehra Jakhal Road (MDR-21) (RD 2.13 to 3.38 Km) Under Nabard-XXV Scheme | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom with side slopes, in accordance with requirements of lines, grades and cross sections including all lifts and combined lead up to 60 mtr. | BI01010001010000000000000515BI0100001101 | 5227.5 | Per Cum |
| 2 | 2 | Construction of embankment with earth obtained from roadway cutting or excavation including spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications | BI01010001010000000000000515BI0100001102 | 3136.5 | Per Cum |
| 3 | 3 | Scarifying the existing Bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 meters | BI01010001010000000000000515BI0100001103 | 246.76 | Per Sqm |
| 4 | 4 | Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechnical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications | BI01010001010000000000000515BI0100001104 | 2200 | Per Cum |
| 5 | 5 | 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 from mix plant to site of work, laying in uniform layers with paver in sub- base / base course on well prepared surface compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications | BI01010001010000000000000515BI0100001105 | 1905.44 | Per Cum |
| 6 | 6 | Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg / sqm complete as per technical clause 502 of MORT&H specifications | BI01010001010000000000000515BI0100001106 | 10496.8 | Per Sqm |
| 7 | 7 | Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications | BI01010001010000000000000515BI0100001107 | 35493.5 | Per Sqm |
| 8 | 8 | Providing and laying Dense graded bituminous macadam (Grade-II) 50mm -75mm thick with contniuous type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.50%, carriage of mixed material to site of work, laying with paver finisher mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specifications\n\"NOTES : -\n(i) Job mix formula for the dense bituminous macadam shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution.\"\n(ii) The specification of this item for analytic purpose is kept with bitumen content @ 4.50% weight of mix variation as compared with job mix formula shall be paid / deducted accordingly. The limits of variation shall be worked out with the approved formula.\nTECHNICAL NOTE : -\ni.) Apart from the confirmity with the grading and quantity requirement of invidual ingredients exhibited above the mix aggregate i.e.coarse and fine aggregate for dense bituminous concrete shall meet all requirements set forth clause 505 of MORT & H specifications.\nii) The final grading for the aggregates required for dense bituminous macadam confirming to table 500.10 of MORT & H specifications shall be determined after getting the dense bituminous macadam designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60 % of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6 (addendum to latest revision).\niii) The approved mix shall exhibit the following details, source and location of all material: -\niii (a) Binder expressed as percentage by weight of total mix.\niii (b) Course expressed as percentage by weight of total mix.\niii (c) Crushed bajri expressed as percentage by weight of total mix.\niii (d) Final aggregate expressed as percentage by weight of total mix\niii (e) A single definite percentage passing each sieve for mixed aggregates.\niii (f) Density of dense bituminous macadam after compaction will be not less than 2.30 gm/CC.\n | BI01010001010000000000000515BI0100001108 | 1064.81 | Per Cum |
| 9 | 9 | Providing and laying bituminous concrete (Grade-II) 30mm-45mm thick with continuous hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, carriage of mixed material to site of work, laying with paver finisher mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications\n\"NOTES : -\n(i) Job mix formula for the bituminous concrete shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution.\"\n(ii) The specification of this item for analytic purpose is kept with bitumen content @ 5.4% weight of mix variation as compared with job mix formula shall be paid / deducted accordingly. The limits of variation shall be worked out with the approved formula.\nTECHNICAL NOTE : -\ni.) Apart from the confirmity with the grading and quantity requirement of invidual ingredients exhibited above the mix aggregate i.e.coarse and fine aggregate for bituminous concrete shall meet all requirements set forth clause 507 of MORT & H specifications.\nii) The final grading for the aggregates required for bituminous concrete confirming to table 500.17 of MORT & H specifications shall be determined after getting the bituminous concrete designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60 % of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6 (addendum to latest revision).\niii) The approved mix shall exhibit the following details, source and location of all material: -\niii (a) Binder expressed as percentage by weight of total mix.\niii (b) Course expressed as percentage by weight of total mix.\niii (c) Crushed bajri expressed as percentage by weight of total mix.\niii (d) Final aggregate expressed as percentage by weight of total mix\niii (e) A single definite percentage passing each sieve for mixed aggregates.\niii (f) Density of bituminous concrete after compaction will be not less than 2.35 gm/CC.\n | BI01010001010000000000000515BI0100001109 | 709.87 | Per Cum |
| 10 | 10 | Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications | BI01010001010000000000000515BI0100001110 | 870.83 | Per Sqm |
| 11 | 11 | Construction of cement concrete Kerb with top and bottom width 115 and 165 mm respectively, 300 mm high in M 20 grade Kerb stone laid with Kerb laying machine, all complete as per clause 408 complete in all respect as per PWD specifications | BI01010001010000000000000515BI0100001111 | 2000 | Per Mtr. |
| 12 | 12 | Cement concrete 1:8:16 with stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type complete in all respect as per PWD Specifications. | BI01010001010000000000000515BI0100001112 | 120 | Per Cum |
| 13 | 13 | Precast chequred tiles of 20mm minimum thickness in ordinary grey cement without chips laid on 20mm thick bed of cement mortar 1:3 with neat cement slurry between joints and over the base for floors, treads of steps and landings | BI01010001010000000000000515BI0100001113 | 1200 | Per Sqm |
| 14 | 14 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface complete in all respect as per PWD specifications | BI01010001010000000000000515BI0100001114 | 500 | Per Sqm |
| 15 | 15 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. complete in all respect as per PWD specifications | BI01010001010000000000000515BI0100001115 | 500 | Per Sqm |
| 16 | 16 | Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications. | BI01010001010000000000000515BI0100001116 | 420 | Each |
| 17 | 17 | Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminum Composite material (ACM) sheeting having aluminum skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminum alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 | BI01010001010000000000000515BI0100001117 | 10 | Each |
| 18 | 18 | Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 | BI01010001010000000000000515BI0100001118 | 4 | Each |
| 19 | 19 | Providing and installation of solar cateye produced from an engineered polymer selected for superior impact resistance and weather-ability. The top of the solar stud should be transparent for solar charging and light output in active mode. The base of the body shall be yellow or neutral white as approved by Engineer In-charge. The marker shall incorporate a solar panel (comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy, LEDs for illumination and a design for providing 360 degree smooth illumination. The Solar stud shall be round in shape for providing illumination in all directions. The solar stud shall also have high reflective lenses for conspicuity in passive mode and dual shanks for improved road presence. The solar studs are intended for application directly onto pavement surfaces and shall be applied with epoxy resin adhesives designed for use with raised pavement markers and as supplied by the marker manufacturer separately. The solar cateye shall be of height: 65 ± 2 mm & Maximum Diameter: 136 ± 4 mm. The body of the solar cateye shall be resistant to dust and water ingress as per IP 65 standards. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. | BI01010001010000000000000515BI0100001119 | 100 | Each |
| 20 | 20 | Nabard Project board 1500x900mm rectangular consisting 14SWG MS sheet with 25x25x3mm angle iron frame jointed to main frame with 50x5mm flat and supported ontwo MS hollow square pipe 75mm 16SWG as per drawing and firmly fixed to ground in foundation concrete 1:2:4 of size 0.60x0.60x0.75m for vertical post complete in all respect including painting and lettering mentioning detail of the project. | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 21 | 21 | Citizon Informataory board 2x900x900 rectangular consisting 2Nos. 14SWG MS sheet with 25x25x3mm angle iron frame jointed to main frame with 50x5mm flat and supported ontwo MS hollow square pipe 75mm 16SWG as per drawing and firmly fixed to ground in foundation concrete 1:2:4 of size 0.60x0.60x0.75m for vertical post complete in all respect including painting and lettering mentioning complete detail of the project to the citizens. | BI01010001010000000000000515BI0100001121 | 2 | Each |
| 22 | 22 | Construction of 5' span slab type culvert as per Standerd drawing & design complete in all respect as per PWD specifications. | BI01010001010000000000000515BI0100001122 | 1 | Each |
| 23 | 23 | Credit for Surplus Earth retrived from excavation. | BI01010001010000000000000515BI0100001123 | 2091 | Per Cum |
| 24 | 24 | Heritage & Culture Cess @ 1.00% | BI01010001010000000000000515BI0100001124 | 2.88201e+07 | Percentage |
AI Tender Summary
Tender Timeline
Jan 18, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJan 25, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 27, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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