Special Repair Of Sardhana To Nangla Arder Road .
Tender Overview
Project Description
Special Repair Of Sardhana To Nangla Arder Road .
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-Mar-2020 | date extend | Date | 25-Mar-2020 |
| 2 | 25-Mar-2020 | date change | Date | 15-Apr-2020 |
BOQ
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|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 (including cost of all material, labour, T&P, royality, labourcess etc complete but excluding GST). | BI01010001010000000000000515BI0100001113 | 50 | Cum |
| 2 | 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (including cost of all material, labour, T&P, royality, labourcess etc complete but excluding GST). | BI01010001010000000000000515BI0100001114 | 20 | Cum |
| 3 | 3 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clausev1501.2.2 (1:1.5:3) coarse and fine aggregate confirming to IS 383 maximum size of coarse aggregate not exceeding 25mm, mixed i a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates icluding levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrator and finished in continous operation including provision of contraction and expansion, construction joints as per norms, applying debonding strips primer, sealant, dowel bars, near approaches to bridge/ culvert and construction, joint, admixture as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including Cost of Polythene Sheet and Dowel bar and also including complete shifting of materials & Concrete etc. S.I. New Item 9 (1) CC is less than 20 cm (without dowel bar) (including cost of all material, labour, T&P, royality, labourcess etc complete but excluding GST). | BI01010001010000000000000515BI0100001115 | 54 | Cum |
| 4 | 4 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of Meerut kg/sqm using mechanical means as per Technical Specification Clause 502 (including cost of all material, labour, T&P, royality, labourcess etc complete but excluding GST). | BI01010001010000000000000515BI0100001116 | 280 | Sqm |
| 5 | 5 | Providing and applying tack coat with Bitumen (VG-10) using Bitumen distributor at the rate of 0.3 kg per sqm on the prepared Bituminous/Primed surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (including cost of all material, labour, T&P, royality, labourcess etc complete but excluding GST). | BI01010001010000000000000515BI0100001117 | 3780 | Sqm |
| 6 | 6 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable mixall, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 (including cost of all material, labour, T&P, royality, labourcess etc complete but excluding GST). | BI01010001010000000000000515BI0100001118 | 3780 | Sqm |
| 7 | 7 | Providing and laying seal coat by manual means with 80/100 grade bitumen sealing the voids in bitumens surface laid to the specified levels grade and cross fall using type C as per Technical Specification Clause 510 (including cost of all material, labour, T&P, royality, labourcess etc complete but excluding GST). | BI01010001010000000000000515BI0100001119 | 3780 | Sqm |
| 8 | 8 | M-150 Brick on edge on patri laid dry joints sand filled including preparation of base to proper slope and its ramming including supply of all materials labour and Tools and Plants etc. required for proper completion of the work (as per S.I. no. 763 )(including cost of all material, labour, T&P, royality, labourcess etc complete but excluding GST). | BI01010001010000000000000515BI0100001120 | 700 | Sqm |
| 9 | 9 | (a) Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. (Royality removed by Govt) for small works/ Abadi area. (where machine can not move) (including cost of all material, labour, T&P, royality, labourcess etc complete but excluding GST). | BI01010001010000000000000515BI0100001121 | 200 | Cum |
| 10 | 10 | (B) M-150 Brick Work in one white lime & Three Surkhi mortar in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work Same as item no. 302 (B) but in 1:4 (One cement & four Corse sand) mortar. (as per SI No. 305) (including cost of all material, labour, T&P, royality, labourcess etc complete but excluding GST). | BI01010001010000000000000515BI0100001122 | 23 | Cum |
| 11 | 11 | 12 mm thick plaster with cement and fine sand of 1.25 fineness\nmodules in 1:3 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (as per SI No. 582) (including cost of all material, labour, T&P, royality, labourcess etc complete but excluding GST). | BI01010001010000000000000515BI0100001123 | 220 | Cum |
| 12 | 12 | 2 cm thick Damp Proof Course with Cement and approved coarse sand 1:2 with and including water proofing compound (1 Ltr. to 1 bag of cement of 50 Kg.) as ordered by the Engineer incharge in the proportion as specified by the manufacturer including supply of all materials, labour, Tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. (as per SI No. 360) (including cost of all material, labour, T&P, royality, labourcess etc complete but excluding GST). | BI01010001010000000000000515BI0100001124 | 110 | Sqm |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
CompletedBid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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