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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance ARERAJ | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹64,772 (0.36%)Admitted-Finance | ₹1.8 Cr+₹64,772 (0.36%) | L2 | Admitted-Finance |
| 3 | L3₹1.8 Cr+₹3.0 L (1.67%)Admitted-Finance | ₹1.8 Cr+₹3.0 L (1.67%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical 104 L I C COLONY VAISHALI NAGAR AJMER RAJASTHAN 305001 | AJMER | RAJASTHAN | 305001 | - | - | Rejected-Technical Not submitted hard Copy Cost of BOQ and Bid Security.Hence Committee declared Non-responsive. |
| Sl No | Description | Qty | Unit | Ram Sakhi Enterprises Private Limited L1 | RAJENDRA PRASAD PODDAR L3 | RANJEETPUR CONSTRUCTIONS PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|
| 1.00 | 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/ granular surface cleaned with mechanical broom. | 31,219.76 | Sqm | 21 ₹6,55,615 | 17 ₹5,30,736 Lowest | 20 ₹6,24,395 |
| 2.00 | Providing and laying bituminous macadam with 100-120 TPH*Grading I ( 40 mm nominal size ) hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. | 60.04 | Cum | 10,482 ₹6,29,339 Lowest | 11,500 ₹6,90,460 | 11,000 ₹6,60,440 |
| 3.00 | Bituminous Concrete (Providing and laying bituminous concrete with 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 to 5.6 % 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 andalignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.) | 1,200.76 | Cum | 11,250 ₹1,35,08,550 Lowest | 11,900 ₹1,42,89,044 | 12,000 ₹1,44,09,120 |
| 4.00 | Excavation in Soil by Manual Means. (Excavation for roadway in soil using manualIncluding Royalty @ `22.0 per cum but excluding the cost of watering, rolling & compaction means
including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000
metres.) | 3,274.8 | Cum | 330 ₹10,80,684 | 295 ₹9,66,066 | 250 ₹8,18,700 Lowest |
| 5.00 | Road Delineators (Supplying and insta llat -ion 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 circ -ular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.) | 50 | Nos | 1,350 ₹67,500 | 1,800 ₹90,000 | 400 ₹20,000 Lowest |
| 6.00 | Road Marking with Hot Applied -Thermo plastic Compound with Reflec -torising Glass Beads on Bituminous Surface- (Prov iding and laying of hot applied -thermo plastic 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 froms treaks and holes.) | 1,678.4 | Sqm | 1,050 ₹17,62,320 | 872 ₹14,63,565 | 750 ₹12,58,800 Lowest |
| 7.00 | Road Markers/Road Stud with Lense Refle -ctor (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resis -tant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4: 1973.) | 223 | Nos | 325 ₹72,475 | 265 ₹59,095 Lowest | 300 ₹66,900 |
| 8.00Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.) | ||||||
| 8.10 | (i) 5th kilometre stone (precast | 1 | Nos | 7,500 ₹7,500 | 4,200 ₹4,200 | 3,000 ₹3,000 Lowest |
| 8.20 | (ii) Ordinary Kilometer stone (Precast) | 6 | Nos | 5,100 ₹30,600 | 3,100 ₹18,600 | 3,000 ₹18,000 Lowest |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
20 Jul 2020, 3:00 pmClosed
Executive Engineer N H Division Purnea
Office Of the Executive Engineer N H Division Purnea Opp. Head Post Office Purnea- 854301
PR Work from 29.12 to km 34.578 of NH-131A on item rate mode in the stste of Bihar
2020_MoRTH_570212_1
05/NH Purnea/2020-21
Open Tender
Civil Works - Highways
Item Rate
90 days
Katihar
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
Executive Engineer N H Division Purnea
₹3.6 L
24 Aug 2020
9 Jul 2020
21 Jul 2020
10 Jul 2020
20 Jul 2020
10 Jul 2020
Amount
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/ granular surface cleaned with mechanical broom.
Providing and laying bituminous macadam with 100-120 TPH*Grading I ( 40 mm nominal size ) hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.
Bituminous Concrete (Providing and laying bituminous concrete with 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 to 5.6 % 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 andalignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.)
Excavation in Soil by Manual Means. (Excavation for roadway in soil using manualIncluding Royalty @ `22.0 per cum but excluding the cost of watering, rolling & compaction means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres.)
Road Delineators (Supplying and insta llat -ion 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 circ -ular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.)
Road Marking with Hot Applied -Thermo plastic Compound with Reflec -torising Glass Beads on Bituminous Surface- (Prov iding and laying of hot applied -thermo plastic 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 froms treaks and holes.)
Road Markers/Road Stud with Lense Refle -ctor (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resis -tant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4: 1973.)
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.)
(i) 5th kilometre stone (precast
(ii) Ordinary Kilometer stone (Precast)
RANJEETPUR CONSTRUCTIONS PRIVATE LIMITED
RAJENDRA PRASAD PODDAR
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