Construction Of U-Shape Covered Drain Including Foot Path Dhalli Tunnel To Mashobra Junction On Kalka-Shimla-Wantoo Road Nh 22 New Nh 05 Cutting Earth Work Construction Of Breast Wall Construction Of Covered Drain Along With Foot Path From Km 153 . 765 To
Tender Value
1.75 Crore
Estimated cost
Bid Submission
15 Jun 2020
0 days left
EMD
2.26 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Theog → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of U-Shape Covered Drain Including Foot Path Dhalli Tunnel To Mashobra Junction On Kalka-Shimla-Wantoo Road Nh 22 New Nh 05 Cutting Earth Work Construction Of Breast Wall Construction Of Covered Drain Along With Foot Path From Km 153 . 765 To 154 . 500 Against Smart City Project
BOQ
| Name of Work: Construction of U-shape covered drain including foot path from Dhalli tunnel to Mashobra Junction (SH:-Cutting in earth work, construction of breast wall, construction of covered drain / foot path from Km. 153/765 to 154/500 against Smart City Project | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work by manual means.in all respects including carriage of material and equipment in all leads and lifts with all modes of transportation. | BI01010001010000000000000515BI0100001113 | 4515.85 | cum |
| 2 | 2 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead , trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 by meachnical means.in all respects including carriage of material and equipment in all leads and lifts with all modes of transportation. | BI01010001010000000000000515BI0100001114 | 9021.15 | cum |
| 3 | 3 | Extra cost for carriage of muck / debris (excavated earth) (2949.45+10371.15X50%=6660.30 cum) or @1.600 tonne per cum (10656.48 metric tonne) total lead for M.C. dumping site at Tara Devi-airport road =34 Km. | BI01010001010000000000000515BI0100001115 | 10656.5 | tonne |
| 4 | 4 | Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kanker/Moorum. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip | BI01010001010000000000000515BI0100001116 | 6660.3 | cum |
| 5 | 5 | Add for dumping cost as per M.C. rates Shimla i.e. heavy tipper @Rs.2126/- per tipper (tipper capacity 800 cft/35.31=22.65 cum) | BI01010001010000000000000515BI0100001117 | 6660.3 | cum |
| 6 | 6 | Portable Barricade in Construction Zone:- Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 | BI01010001010000000000000515BI0100001118 | 4 | Nos. |
| 7 | 7 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC M-15.including carriage of materails and equipments and cost of form work of steel plates in all leads and lifts with all modes of transportation to complete the work to the satisfaction of the Engineer - In - -Charge. | BI01010001010000000000000515BI0100001119 | 190.5 | cum |
| 8 | 8 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC M-20 including carriage of materails and equipments and cost of form work of steel plates in all leads and lifts with all modes of transportation to complete the work to the satisfaction of the Engineer - In - -Charge. | BI01010001010000000000000515BI0100001120 | 735.99 | cum |
| 9 | 9 | Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.as per direction of the Engineer-in-Charge with in all leads and lifts and carriage of materials by all means of transport etc. | BI01010001010000000000000515BI0100001121 | 88.2 | cum |
| 10 | 10 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications as per direction of the Engineer-in-Charge with in all leads and lifts and carriage of materials by all means of transport etc. . | BI01010001010000000000000515BI0100001122 | 423.57 | cum |
| 11 | 11 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications as per direction of the Engineer-in-Charge with in all leads and lifts and carriage of materials by all means of transport etc. | BI01010001010000000000000515BI0100001123 | 3206.75 | sqm |
| 12 | 12 | Pre-cast concrete block laid over drain 10cm thick with solid block of approved size 110x30x0.10 cast in citu and made with nominal mix of M:20 grade cement concrete with IRC 21-2000 MoRT&H specification clause 1500,1700 & 2100 as per item No.12.8 B.as per direction of the Engineer-in-Charge with in all leads and lifts and carriage of materials by all means of transport etc. | BI01010001010000000000000515BI0100001124 | 1143 | sqm |
| 13 | 13 | Pointing with cement mortar (1:3 ) on brick work/ stone masonary in substructure as per Technical Specifications as per direction of the Engineer-in-Charge with in all leads and lifts and carriage of materials by all means of transport etc. | BI01010001010000000000000515BI0100001125 | 468 | Rmt |
| 14 | 14 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408as per direction of the Engineer-in-Charge with in all leads and lifts and carriage of materials by all means of transport etc. | BI01010001010000000000000515BI0100001126 | 571.6 | Rmt |
| 15 | 15 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specificationsas per direction of the Engineer-in-Charge with in all leads and lifts and carriage of materials by all means of transport etc. | BI01010001010000000000000515BI0100001127 | 250 | Rmt |
AI Tender Summary
Tender Timeline
Jun 01, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 15, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 16, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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