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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 CrAccepted-AOC | ₹10.0 Cr | L1 | Accepted-AOC L1 Letter No. 367(S)WE Date-31.01.2023 |
| 2 | L2₹10.0 CrRejected-Finance NA | NA | NA | 121004 | ₹10.0 Cr | L2 | Rejected-Finance L2 Letter No. 367(S)WE Date-31.01.2023 |
| 3 | L3₹10.6 CrRejected-Finance | ₹10.6 Cr | L3 | Rejected-Finance L3 Letter No. 367(S)WE Date-31.01.2023 |
| 4 | L4₹11.3 CrRejected-Finance | ₹11.3 Cr | L4 | Rejected-Finance L4 Letter No. 367(S)WE Date-31.01.2023 |
| 5 | L5₹11.3 CrRejected-Finance HARINA NAWAGARH BARORA DHANBAD 828306 JHARKHAND | DHANBAD | JHARKHAND | 828306 | ₹11.3 Cr | L5 | Rejected-Finance L5 Letter No. 367(S)WE Date-31.01.2023 |
Tender Value
₹10.7 Cr
EMD Value
₹10.7 L
Closing Date
27 Dec 2022, 12:00 pmClosed
Executive Engineer, RCD, Road Division, Giridih
Executive Engineer, RCD, Road Division, Giridih
Improvement of Riding Quality of K.B. Road to Tiranga Chowk (Nurango) Road in km 0 to 19.7 (Total Length-19.7 Km)under Road Division Giridih
2022_CECOM_63862_1
RCD/GIRIDIH/2084
Open Tender
Civil Works
122 days
K.B. Road
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
Executive Engineer, RCD, Road Division, Giridih
₹10.7 L
1 Feb 2023
13 Dec 2022
29 Dec 2022
13 Dec 2022
27 Dec 2022
13 Dec 2022
Amount
Tack Coat on Bituminous surface Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Tack Coat on Cement Concrete Pavement Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Dense Graded Bituminous Macadam Grading II with VG-30 Bulk Bitumen (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% by weight of total mix 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. 505 complete in all respects with VG-30 Grade Bulk Bitumen. Grading II
Bituminous Concrete Grading II with VG-30 Bulk Bitumen (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 % 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 with VG30 Bulk Bitumen. Grading-II
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class -B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, , 3 mm / 4 mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x25 x3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67 80cmx60cm Rectangular
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class -B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, , 3 mm / 4 mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x25 x3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67) 90 cm equilateral triangle
Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2 mm thickness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.)
Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)
Add 18% GST (In Basic Rate must fill 0.12)
Add 1% Labour Cess (In Basic Rate must Rate fill 0.01)
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