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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 CrAdmitted-Finance | ₹6.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.8 Cr+₹30.6 L (4.72%)Admitted-Finance | ₹6.8 Cr+₹30.6 L (4.72%) | L2 | Admitted-Finance |
| 3 | L3₹7.5 Cr+₹97.9 L (15.1%)Admitted-Finance B 30 RDC RAJNAGAR GHAZIABAD U P | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | ₹7.5 Cr+₹97.9 L (15.1%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Backbone Construction Pvt Ltd L2 | R.G BUILDWELL ENGINEERS LTD. L3 | M/s Stonefield construction L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. Excavation in hilly area in ordinary rock not requiring blasting by all means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres. | 24,374 | CUM | 250 ₹60,93,500 | 265.91 ₹64,81,290.34 | 200 ₹48,74,800 Lowest |
| 2.00 | Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 110 | CUM | 5,001.64 ₹5,50,180.4 | 5,919.73 ₹6,51,170.3 | 4,751.64 ₹5,22,680.4 Lowest |
| 3.00 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. PCC Grade M25, Using concrete Mixer Height up to 5 m | 2,294 | CUM | 7,450 ₹1,70,90,300 Lowest | 10,257.06 ₹2,35,29,695.64 | 7,842.33 ₹1,79,90,305.02 |
| 4.00 | Centering and shuttering including sttrutting, propping and removal of form work for retaining walls, return walls (any thickness) including attached pilasters buttresses, plinth | 2,801 | SQM | 345 ₹9,66,345 | 338.68 ₹9,48,642.68 | 150 ₹4,20,150 Lowest |
| 5.00 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120mm, mesh wire diameter 3mm, edge/selvedge wire diameter 3.9mm and lacing wire diameter 2.2mm. (The work includes filling of boulders in gabions). | 2,815 | CUM | 2,575 ₹72,48,625 | 2,519.84 ₹70,93,349.6 Lowest | 2,565.72 ₹72,22,501.8 |
| 6.00 | Construction of Hill Side Drain Construction of hill side drain in accordance with the requirement of specificationstrue to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1 (Stone masonry in cement mortar 1:5) | 200 | CUM | 2,185.27 ₹4,37,054 Lowest | 3,871.6 ₹7,74,320 | 3,400 ₹6,80,000 |
| 7.00 | Drilling of 50 mm dia. hole for insertion of 25mm dia. Anchors in rock by sufficient drilling equipment with necessary auxiliary equipment & accessories and including all cost of equipments, labour, materials & works connected with drilling. | 1,170 | RM | 1,000 ₹11,70,000 | 978 ₹11,44,260 Lowest | 1,100 ₹12,87,000 |
| 8.00 | Supply and installation of 25mm dia grouted anchor including supply of all material, labour,t&p for proper completion of work including cost of grouting. | 1,365 | RM | 891.07 ₹12,16,310.55 | 880.2 ₹12,01,473 Lowest | 1,100 ₹15,01,500 |
| 9.00 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. | 650 | CUM | 742.86 ₹4,82,859 Lowest | 748.75 ₹4,86,687.5 | 879.8 ₹5,71,870 |
| 10.00 | Supply and Installation of Self drilling Hollow soil / rock anchor of outer dia of 40 mm and inner dia of 25 mm in soil / overburden /rock suitable for drilling placing and grouting. Installation with sacrificial drill bit . Including cost of anchor, cupler, spacer and sacrificial drill bit, Drilling and its installation but excluding the cost of grouting , T&P etc to complete the work in all respect | 2,070 | RM | 1,998 ₹41,35,860 | 1,956 ₹40,48,920 | 1,400 ₹28,98,000 Lowest |
Tender Value
₹7.6 Cr
EMD Value
₹15.3 L
Closing Date
4 Feb 2021, 3:00 pmClosed
S.E 3rd Circle P.W.D Pithoragarh
office of S.E 3rd Circle P.W.D Pithoragarh
Protection and Trement work on Chronic Landslide Zones on Karnprayag Gwaldam Jauljivi state Highway no 11 km 166 hardiya Under Landslide Risk Mitigation Scheme
2021_pwd_29090_1
431/62m-03/2021 dated 15-01-2021
Open Tender
Civil Works
Item Rate
365 days
Nachani
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
S.E 3rd Circle P.W.D Pithoragarh
₹15.3 L
office of S.E 3rd Circle P.W.D Pithoragarh
20 Feb 2021
21 Jan 2021
12 Feb 2021
21 Jan 2021
4 Feb 2021
28 Jan 2021
27 Jan 2021
Amount
Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. Excavation in hilly area in ordinary rock not requiring blasting by all means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres.
Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. PCC Grade M25, Using concrete Mixer Height up to 5 m
Centering and shuttering including sttrutting, propping and removal of form work for retaining walls, return walls (any thickness) including attached pilasters buttresses, plinth
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120mm, mesh wire diameter 3mm, edge/selvedge wire diameter 3.9mm and lacing wire diameter 2.2mm. (The work includes filling of boulders in gabions).
Construction of Hill Side Drain Construction of hill side drain in accordance with the requirement of specificationstrue to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1 (Stone masonry in cement mortar 1:5)
Drilling of 50 mm dia. hole for insertion of 25mm dia. Anchors in rock by sufficient drilling equipment with necessary auxiliary equipment & accessories and including all cost of equipments, labour, materials & works connected with drilling.
Supply and installation of 25mm dia grouted anchor including supply of all material, labour,t&p for proper completion of work including cost of grouting.
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc.
Supply and Installation of Self drilling Hollow soil / rock anchor of outer dia of 40 mm and inner dia of 25 mm in soil / overburden /rock suitable for drilling placing and grouting. Installation with sacrificial drill bit . Including cost of anchor, cupler, spacer and sacrificial drill bit, Drilling and its installation but excluding the cost of grouting , T&P etc to complete the work in all respect
Cement pressure grouting through Hollow soil anchor of outer dia of 40 mm and inner dia of 25 mm , 12 Mtr. deep in soil / overburden including all cost of material and equipements required to complete the grouting work at desired pressure
HYDROSEEDING OF SOIL SLOPES INCLUDING MIXING OF SEEDS, MULCH(MEETING PERFORMANCE PARAMETERS AS MENTIONED IN TECHNICAL SPECIFICATION OF SECTION-6), FERTILIZER AND SOIL AMENDMENT PRODUCTS IF REQUIRED IN HYDROSEEDER MACHINE WITH WATER AND SPRAYING THE MIXTURE WITH 100 PSI PRESSURE PUMP ON HILLY SLOPES ON EXPOSED SOILS. (END PRODUCT MUST FORM A BLANKET WITHIN 2 HOURS OF APPLICATION, AND SOIL EROSION MUST BE CONTROLLED AFTER 2 HOURS OF APPLICATION) INCLUDING MAINTENANCE- FOR THREE MONTHS (WATERING 2-3 TIMES A DAY AFTER 24 HOURS OF HYDROSEEDING) OR TILL PROPAGATION OF GRASSES AND SHRUBS.
SUPPLYING AND FIXING 3D NET INCLUDING ALL COST OF LABOUR, MATERIAL AND T&P REQUIRED FOR PROPER COMPLETION OF WORK. 3D Net is a lightweight three-dimensional turf reinforcement mat (TRM) made of continuous monofilaments used at their intersections. 3D nets are made of polyamide (nylon) filaments thermally fused at their intersections to create a homogeneous matrix. With minimum Tensile strength KN / m,Thickness 7.5-10 .0 mm, Mass/Unit Area 220-270 gm / sqm
SUPPLY AND INSTALLATION BY PERCUSSION DRIVEN OF 8 M LONG OF 10 MT CAPACITY (UCS 500 Mpa) SOIL NAIL (GALVANISED 70 MICRON MINIMUM) IN SLOPES INCLUDING SUPPLY OF ALL MATERIAL, LABOUR , LOCKING ARRANGEMENT, BEARING PLATE OF 150X150X10 MM, T&P ETC FOR PROPER COMPLETION OF WORK INCLUDING ALL COST. Slopes at a spacing of 3 Mtr c/c staggered.
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as tonne per drawings and technical specifications Clauses 1000 and 1202. (The reinforcement steel shall be as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6)
Backbone Construction Pvt Ltd
R.G BUILDWELL ENGINEERS LTD.
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