Construction Of Culvert On Nala At Mudro Kudar Road Near Pagarwa At Village Dhargulli , Bagodar , District Giridih
Tender Value
24.94 Lakhs
Estimated cost
Bid Submission
13 Oct 2020
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
BAGODAR → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Culvert On Nala At Mudro Kudar Road Near Pagarwa At Village Dhargulli , Bagodar , District Giridih
BOQ
| Name of Work: Construction of Culvert on nala at Mudro kudar road near Pagarwa at village Dhargulli, Bagodar, District Giridih (1 No. x 6.0 M x 2.50 M R.C.C. Culvert) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Laying and Jointing PVC Pipe. Heading | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | Culvert\nEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)\nS.O.R. (R.E.O.)Item No. 11.1.(i) | BI01010001010000000000000515BI0100001113 | 92.16 | M3 |
| 3 | 3 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)\nS.O.R. (R.E.O.)Item No. 11.1.(ii) | BI01010001010000000000000515BI0100001114 | 215.03 | M3 |
| 4 | 4 | Providing and laying of dry rubble flooring complete as per drawing and Technical specification clauses 1303.3\nS.O.R. (R.E.O.)Item No. 14.8 | BI01010001010000000000000515BI0100001115 | 26.38 | M3 |
| 5 | 5 | Plain/Reinforced cement concrete in open Foundation complete as per Drawing and Technical Specifications.\n(P.C.C. Grade M-15)\nS.O.R. (R.E.O.)Item No. 11.4(ii) (ii) | BI01010001010000000000000515BI0100001116 | 37.32 | M3 |
| 6 | 6 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\nRandom Rubble Masonry Work in CM 1:4 in foundation\nS.O.R. (R.E.O.)Item No. 11.6(iii)(ii) | BI01010001010000000000000515BI0100001117 | 160.58 | M3 |
| 7 | 7 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\nRandom Rubble Masonry Work in Cement Mortar 1:4 in sub-structure S.O.R. (R.E.O.)Item No. 12.4(iii)(ii) | BI01010001010000000000000515BI0100001118 | 87.47 | M3 |
| 8 | 8 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications\n(P.C.C. Grade M-15)\nS.O.R. (R.E.O.)Item No. 12.5(i)(i) | BI01010001010000000000000515BI0100001119 | 1.21 | M3 |
| 9 | 9 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications\n(P.C.C. Grade M-20)\nS.O.R. (R.E.O.)Item No. 12.5(iii) | BI01010001010000000000000515BI0100001120 | 4.6 | M3 |
| 10 | 10 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5\n(P.C.C. Grade M-25 in Deck Slab)\nS.O.R. (R.E.O.)Item No. 12.5(iv) | BI01010001010000000000000515BI0100001121 | 24.48 | M3 |
| 11 | 11 | Providing and laying Cement Concrete Wearing Course M-30 grade including reinforcement complete as per drawing and Technical Specifications\nS.O.R. (R.E.O.)Item No. 13.5 | BI01010001010000000000000515BI0100001122 | 3.83 | M3 |
| 12 | 12 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202\nS.O.R. (R.E.O.)Item No. 12.7 | BI01010001010000000000000515BI0100001123 | 2.84 | MT |
| 13 | 13 | Plastering with cement mortar (1:4) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4\nS.O.R. (R.E.O.)Item No. 12.3 | BI01010001010000000000000515BI0100001124 | 119.12 | M3 |
| 14 | 14 | Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.\nS.O.R. (R.E.O.)Item No. 12.9 | BI01010001010000000000000515BI0100001125 | 30 | nos. |
| 15 | 15 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification\nS.O.R. (R.E.O.)Item No. 12.10(i) | BI01010001010000000000000515BI0100001126 | 26.36 | M3 |
| 16 | 16 | Guard Wall\nEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)\nS.O.R. (R.E.O.)Item No. 11.1.(i)Ordinary Soil | BI01010001010000000000000515BI0100001127 | 18.79 | M3 |
| 17 | 17 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m)\nS.O.R. (R.E.O.)Item No. 11.1.(ii) | BI01010001010000000000000515BI0100001128 | 18.19 | M3 |
| 18 | 18 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. (P.C.C. Grade M15) \nS.O.R. (R.E.O.)Item No. 11.4 (ii) (i) | BI01010001010000000000000515BI0100001129 | 10.21 | M3 |
| 19 | 19 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\nRandom Rubble Masonry Work in CM 1:4 in foundation\nS.O.R. (R.E.O.)Item No. 11.4(ii)(i) | BI01010001010000000000000515BI0100001130 | 27.09 | M3 |
| 20 | 20 | Stone masonry work in cement mortar in super structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry Work in CM 1:4 in foundation\nS.O.R. (R.E.O.)Item No. 12.4(iii)(ii) | BI01010001010000000000000515BI0100001131 | 21.29 | M3 |
| 21 | 21 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204, 3.7\nS.O.R. (R.E.O.)Item No. 12.9 | BI01010001010000000000000515BI0100001132 | 13 | no |
| 22 | 22 | Pointing with cement mortar (1:3) on brick or stone masonry work as per drawing and technical specification clauses 613.3 and 1204.\n(P.C.C. Grade M-15)\nS.O.R. (R.E.O.)Item No. 12.2 | BI01010001010000000000000515BI0100001133 | 38.7 | M2 |
| 23 | 23 | Plain/Reinforced cement concrete on top of wall complete as per drawing and Technical Specifications\n(P.C.C. Grade M-15)\nS.O.R. (R.E.O.)Item No. 12.5(i)(i) | BI01010001010000000000000515BI0100001134 | 0.97 | M3 |
| 24 | 24 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification\nS.O.R. (R.E.O.)Item No. 12.10(i) | BI01010001010000000000000515BI0100001135 | 46.96 | M3 |
| 25 | 25 | Approch Road \nConstruction of Embankment with Material obtained from Borrow Pits : Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5 M, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 500 M as per technical specification clasue 301.5 | BI01010001010000000000000515BI0100001136 | 683.04 | M3 |
| 26 | 26 | Compacting original ground supporting embankment : Loosening, levelling and compacting original ground supporting embankment to fecilitate placements of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300.1 and 300.2 for embankment construction as per technical specification clause 301.4.1 | BI01010001010000000000000515BI0100001137 | 660 | M2 |
| 27 | 27 | By mix in place method : Construction of granular sub base by providing well graded material, spreading in uniform layers with mortar grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401 (i) For grading (i) Material. | BI01010001010000000000000515BI0100001138 | 99 | M3 |
| 28 | 28 | Carriage of Materials \na) Cement + steel lead 20km | BI01010001010000000000000515BI0100001139 | 68.149 | MT |
| 29 | 29 | b) sand 20km | BI01010001010000000000000515BI0100001140 | 144.67 | M3 |
| 30 | 30 | c)stone chips 28km | BI01010001010000000000000515BI0100001141 | 77.21 | M3 |
| 31 | 31 | d) boulder 20km | BI01010001010000000000000515BI0100001142 | 375.51 | M3 |
| 32 | 32 | e) S ,metal 28km | BI01010001010000000000000515BI0100001143 | 68.08 | M3 |
| 33 | 33 | f) Moo rum/St dust : Lead 8Km(P) | BI01010001010000000000000515BI0100001144 | 50.49 | M3 |
| 34 | 34 | Add. 12% GST | BI01010001010000000000000515BI0100001304 | 2.20532e+06 | Each |
| 35 | 35 | Add. 1% Labour Cess | BI01010001010000000000000515BI0100001305 | 2.46996e+06 | Each |
AI Tender Summary
Tender Timeline
Oct 08, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedOct 13, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 15, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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