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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance AT M ROAD NEAR KAMANI CENTRE BISTUPUR JAMSHEDPUR | EAST SINGHBUM | JHARKHAND | 831001 | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹36.5 L (31.2%)Admitted-Finance CHAS ROAD JAINA MORE JARIDIH BOKARO JHARKHAND | BOKARO | JHARKHAND | 825102 | ₹1.5 Cr+₹36.5 L (31.2%) | L2 | Admitted-Finance |
| 3 | L3₹1.5 Cr+₹36.6 L (31.2%)Admitted-Finance | ₹1.5 Cr+₹36.6 L (31.2%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical BARIGAWAN NAWGARHA BISHRAMPUR PALAMAU JHARKHAND 822124 | PALAMU | JHARKHAND | 822124 | - | - | Not Admitted-Fee/PreQual/Technical Others-HARD COPY NOT SUBMITTED |
| 5 | Not Admitted-Fee/PreQual/Technical MURLI BAGICHA DSP ROAD GUMLA JHARKHAND 835207 | GUMLA | GUMLA | JHARKHAND | 835207 | - | - | Not Admitted-Fee/PreQual/Technical Others-HARD COPY NOT SUBMITTED |
| Sl No | Description | Qty | Unit | M/S AJAY SINGH L2 | JYOTIRYA CONSTRUCTION COMPANY L3 | JAIRAJ EARTHMOVERS AND CONSTRUCTION PVT LTD L1 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of Embankment with Material Obtained from Borrow pits. Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2) | 7,200 | m3 | 117 ₹8,42,400 Lowest | 117 ₹8,42,400 Lowest | 140 ₹10,08,000 |
| 2.00 | Granular sub-base with Coarse Graded material (table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and Compacting with vibratory roller to achieve the desired density, completes as per clause 401. | 921.12 | m3 | 2,070 ₹19,06,718.4 | 2,070.12 ₹19,06,828.93 | 1,300 ₹11,97,456 Lowest |
| 3.00 | Dry lean cement concrete sub-base (construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per 600-1,cement content not to be less than 150 kg/ cum , optimum moisture content to be determined days, mixed in a bactching plant, transported to site,laid with a paver with electronic senser, compacting with 8-10tonnes vibratory roller, finishing and curing ) | 282.8 | m3 | 3,145 ₹8,89,406 | 3,145.03 ₹8,89,414.48 | 1,300 ₹3,67,640 Lowest |
| 4.00 | Cement concrete pavement (construction of un- reinforced,dowel jointed, palain cement concrete pavement over a prepared su-base with 43 grade cement @400kg per cum, coarse and fine aggregate confirming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a baching and mixing plant as perapproved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a contious opreation including provision of contraction, expansion, construction and longitudinal joints, joint filler,separation membrane, sealant primer, joint sealant, debonding strip, dowel bars,tie rode, admixturse as approved, curing compound, finishing to lines and grade as per drawing.) | 709.62 | m3 | 5,420 ₹38,46,140.4 | 5,421.47 ₹38,47,183.54 | 4,500 ₹31,93,290 Lowest |
| 5.00 | Excavation for structure (earth work in excavation of foundation of structure as per drawing and technical specication, including setting out, construction of shoring and bracing, removal of stumps and other delterious matter,dressing of side and bottom and backfilling with approved material.) | 105 | m3 | 127 ₹13,335 | 127 ₹13,335 | 90 ₹9,450 Lowest |
| 6.00 | P.C.C. 1:3:6 in foundation (plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size machanically mixed, placed in foundation and compacted by vibration including curing for dayes.) | 8.4 | m3 | 3,279 ₹27,543.6 Lowest | 3,279 ₹27,543.6 Lowest | 4,000 ₹33,600 |
| 7.00 | Plain / Reinforced cement concrete in sub-structure as per drawing and technical specification.M-20 | 57 | m3 | 4,522 ₹2,57,754 | 4,522 ₹2,57,754 | 2,500 ₹1,42,500 Lowest |
| 8.00 | Furnishing and placing Reinforced/ Prestressed cement in super-structure as per drawing and Technical specification.M-30 | 21 | m3 | 5,375 ₹1,12,875 | 5,375 ₹1,12,875 | 2,000 ₹42,000 Lowest |
| 9.00 | Supplying fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification. | 5.5 | MT | 72,669 ₹3,99,679.5 | 72,669 ₹3,99,679.5 | 63,000 ₹3,46,500 Lowest |
| 10.00 | Brick masonary work in (1:3) in sub-structure comlete excluding pointing and plastering s per drawing and Technical specification Prapaet wall. | 1.18 | m3 | 5,964 ₹7,037.52 | 5,964 ₹7,037.52 | 1,500 ₹1,770 Lowest |
Tender Value
₹1.5 Cr
EMD Value
₹3.1 L
Closing Date
18 Jul 2022, 5:00 pmClosed
Secretary
5TH FLOOR JIADA NAMKUM RANCHI
Construction of Road Cross Drain 1mx1m Size Drain at Housing Colony Balidih Industrial Area Bokaro Region under JIADA Ranchi.
2022_JIADA_59606_1
JIADA/04/Bokaro-Road/2022-23
Open Tender
Civil Works
Item Rate
180 days
BOKARO
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
JIADA
₹3.1 L
10 Oct 2022
24 Jun 2022
20 Jul 2022
24 Jun 2022
18 Jul 2022
24 Jun 2022
Amount
Construction of Embankment with Material Obtained from Borrow pits. Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2)
Granular sub-base with Coarse Graded material (table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and Compacting with vibratory roller to achieve the desired density, completes as per clause 401.
Dry lean cement concrete sub-base (construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per 600-1,cement content not to be less than 150 kg/ cum , optimum moisture content to be determined days, mixed in a bactching plant, transported to site,laid with a paver with electronic senser, compacting with 8-10tonnes vibratory roller, finishing and curing )
Cement concrete pavement (construction of un- reinforced,dowel jointed, palain cement concrete pavement over a prepared su-base with 43 grade cement @400kg per cum, coarse and fine aggregate confirming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a baching and mixing plant as perapproved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a contious opreation including provision of contraction, expansion, construction and longitudinal joints, joint filler,separation membrane, sealant primer, joint sealant, debonding strip, dowel bars,tie rode, admixturse as approved, curing compound, finishing to lines and grade as per drawing.)
Excavation for structure (earth work in excavation of foundation of structure as per drawing and technical specication, including setting out, construction of shoring and bracing, removal of stumps and other delterious matter,dressing of side and bottom and backfilling with approved material.)
P.C.C. 1:3:6 in foundation (plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size machanically mixed, placed in foundation and compacted by vibration including curing for dayes.)
Plain / Reinforced cement concrete in sub-structure as per drawing and technical specification.M-20
Furnishing and placing Reinforced/ Prestressed cement in super-structure as per drawing and Technical specification.M-30
Supplying fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
Brick masonary work in (1:3) in sub-structure comlete excluding pointing and plastering s per drawing and Technical specification Prapaet wall.
Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specification .
Painting two coats after filling the surface with synthetic enemel paint in all sheades on new plasterd concrete surface.
Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, leveling ramming the foundation trenches, removing roots of trees, shrubs all comlete as per approved design, building specication and direction of E/I.
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all comlete as per building specification and direction of E/I
Providing designation 75B one brick flat solling joints filled with local sand including cost of watering taxes royalty all comlete as per building specication and direction of E/I.
Providing Tor steel reinforcement of 8mm dia. Rods as per approved design and drawing excluding carriage of bars to work site, cutting bending, and binding with annealed wire with cost of wire , removal of rust, placing the rods in position all comlete as per building specification and direction of E/I
Providing R.C.C M-200with nominal mix of (1.2:4 ) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, virating, stricking, curing (but excluding the cost of reinforcement, taxes and royalty all comlete, as per building specication and dircetion of E/I.
Filling in foundation trenches and plinth in layers not exceeding 150mm. Thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50m and lift of 1.5 M all complete as per building specication and direction of E/I.
Carriage of materials Brick lead -7 Km.
Cement -5 km.
Sand lead -35 Km.
Stone chips lead 30 Km.
Steel Lead -5 K m.
Labour cess @ 1%
M/S AJAY SINGH
JYOTIRYA CONSTRUCTION COMPANY
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