Construction Of Boundary Wall Uplifting Flushing Valve House And Chambers At Joshiyara Barrage Uttarkashi
Tender Overview
Project Description
Construction Of Boundary Wall Uplifting Flushing Valve House And Chambers At Joshiyara Barrage Uttarkashi
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-May-2020 | Date extension NIT 02 EE CAND M JOSHIYARA 2020 21 | Date | 08-Jun-2020 |
BOQ
| Name of Work:CONSTRUCTION OF BOUNDARY WALL,UPLIFTING FLUSHING VALVE HOUSE &CHAMBER AT JOSHIYARA BARRAGE UTTARAKAHI | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared. | BI01010001010000000000000515BI0100001113 | 2400 | sqm |
| 2 | 2 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar | BI01010001010000000000000515BI0100001114 | 8.28 | Cum |
| 3 | 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | BI01010001010000000000000515BI0100001115 | 24 | Cum |
| 4 | 4 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | BI01010001010000000000000515BI0100001116 | 390 | cum |
| 5 | 5 | Providing and laying Flooring complete as per drawing and Technical specifications Dry rubble Flooring | BI01010001010000000000000515BI0100001117 | 101.25 | Sqm |
| 6 | 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001118 | 85.5 | Cum |
| 7 | 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001119 | 16.2 | cum |
| 8 | 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001120 | 76.5 | Cum |
| 9 | 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001121 | 13.35 | Cum |
| 10 | 10 | Centring and shuttering including strutting,ropping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. | BI01010001010000000000000515BI0100001122 | 180 | Sqm |
| 11 | 11 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.C.C. Work Using Thermo-Mechanically Treated Bars. | BI01010001010000000000000515BI0100001123 | 1571.96 | Kg. |
| 12 | 12 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement: 6 coarse sand). | BI01010001010000000000000515BI0100001124 | 71.76 | cum |
| 13 | 13 | 12 mm cement plaster of mix 1:4 (1 cement : 4 fine sand). | BI01010001010000000000000515BI0100001125 | 624 | Sqm |
| 14 | 14 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. | BI01010001010000000000000515BI0100001126 | 524.7 | Kg. |
| 15 | 15 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001127 | 3.75 | CUM |
| 16 | 16 | Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm). | BI01010001010000000000000515BI0100001128 | 624 | sqm |
| 17 | 17 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 110 mm diameter | BI01010001010000000000000515BI0100001129 | 18 | RM |
| 18 | 18 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including water thinnable priming coat with cement primer | BI01010001010000000000000515BI0100001130 | 48 | sqm |
| 19 | 19 | Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification. Cement grout (Cement mortar (1:1) Grouting | BI01010001010000000000000515BI0100001131 | 180 | Kg. |
| 20 | 20 | Providing and fixing insulating board ceiling of approved quality withnecessary nails etc. complete (frame work to be paid separately)Flame retardant face insulating board 12 mm thick | BI01010001010000000000000515BI0100001132 | 360 | sqm |
| 21 | 21 | Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | BI01010001010000000000000515BI0100001133 | 9.45 | sqm |
| 22 | 22 | Consolidation grouting 1:2 mix including all labour, materials(Including cement) ,equipment,accessories and operations and requirement for the performance of drilling grout holes and exploratory holes, washing and water pressure testing of grout holes and supplying, transpoting storing, mixing and injecting grout materials and additives for consolidation grouting including voids filling /contact grouting within the underground construction sites and form surface,at location shown on the drawing or where directed by the Engineer as per site requirement | BI01010001010000000000000515BI0100001134 | 40 | Bag |
| 23 | 23 | Engaging Excavator PC 210,PC 200 or equivalent capacity,crane 15t capacity etc.for Misc works except requirment for item covered in this BOQ/Scope of work or as per specific direction of Engineer- In-Charge. | BI01010001010000000000000515BI0100001135 | 72 | Hours |
| 24 | 24 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 | BI01010001010000000000000515BI0100001136 | 85 | Cum |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 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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