Construction Of Building -Nagar Parishad Badagaon Me Sanskritik Gatividhiyo Hetu Bhawan Nirman Karya
Tender Value
10.14 Lakhs
Estimated cost
Bid Submission
21 Dec 2019
0 days left
EMD
10000
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
badagaon → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
construction of building -Nagar Parishad Badagaon Me Sanskritik Gatividhiyo Hetu Bhawan Nirman Karya
BOQ
| Name of Work:SANSKRATIK BHAVAN W 14 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | EARTH WORK IN EXCAVATION BY MECHANICAL MEANS (HYDRAULIC EXCAVATOR) - ALL KINDS OF SOIL | BI01010001010000000000000515BI0100001113 | 48.848 | M3 |
| 2 | 2 | PROVIDING & LAYING IN POSITIONCEMENT CONCRETE GRADE M-10 WITH 40 MM MAXIMUM SIZE OF STONE AGGREGATE | BI01010001010000000000000515BI0100001114 | 4.316 | M3 |
| 3 | 3 | BRICK WORK WILL WELL BURNT OPEN BHATTA BRICKS CRUSHING STRENGTH NOT LESS THAN 25KG/CM² | BI01010001010000000000000515BI0100001115 | 9.775 | M3 |
| 4 | 4 | DEDUCT FROM ITEM NO. 6.38 & 6.39 IF MORTAR USED 1:6 INSTEAD OF 1:4. | BI01010001010000000000000515BI0100001116 | 9.775 | M3 |
| 5 | 5 | CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE. | BI01010001010000000000000515BI0100001117 | 18.04 | M3 |
| 6 | 6 | CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE. | BI01010001010000000000000515BI0100001118 | 3.678 | M3 |
| 7 | 7 | REINFORCED CEMENT CONCRETE WORK IN BEAMS, SUSPENDED FLOORS, ROOFS HAVING SLOPE UP TO 15° LANDINGS | BI01010001010000000000000515BI0100001119 | 20.173 | M3 |
| 8 | 8 | REINFORCEMENT FOR RCC WORK INCLUDING STRAIGHTENING,CUTTING, BENDING THERMOMECHANICALLY TREATED B | BI01010001010000000000000515BI0100001120 | 4345.69 | KG |
| 9 | 9 | CENTERING AND SHUTTERING INCLUDING STRUTTING, PROPPING ETC.AND REMOVAL OF FORM FOR : FOUNDATIONS ETC | BI01010001010000000000000515BI0100001121 | 47.568 | M2 |
| 10 | 10 | LINTELS, BEAMS, PLINTH BEAMS, GIRDERS, BRESSUMERS AND CANTILEVERS. | BI01010001010000000000000515BI0100001122 | 106.65 | M2 |
| 11 | 11 | COLUMNS, PILLARS, PIERS, ABUTMENTS, POSTS AND STRUTS. | BI01010001010000000000000515BI0100001123 | 49.24 | M2 |
| 12 | 12 | SUSPENDED FLOORS, ROOFS, LANDINGS, BALCONIES AND ACCESS PLATFORM. | BI01010001010000000000000515BI0100001124 | 104.03 | M2 |
| 13 | 13 | STAIRS, (EXCLUDING LANDINGS) EXCEPT SPIRAL-STAIRCASES. | BI01010001010000000000000515BI0100001125 | 15.82 | M2 |
| 14 | 14 | BRICK WORK WILL WELL BURNT OPEN BHATTA BRICKS CRUSHING STRENGTH NOT LESS THAN 25KG/CM² AND WATER ABS | BI01010001010000000000000515BI0100001126 | 19.689 | M3 |
| 15 | 15 | DEDUCT FROM ITEM NO. 6.38 & 6.39 IF MORTAR USED 1:6 INSTEAD OF 1:4. | BI01010001010000000000000515BI0100001127 | 19.689 | M3 |
| 16 | 16 | PROVIDING AND FIXING PRESSED STEEL DOORS, WINDOWS AND VENTILATORS CONFIRMING TO IS: 4351 MAN | BI01010001010000000000000515BI0100001128 | 4.32 | M2 |
| 17 | 17 | FILLING BY AVAILABLE EXCAVATED EARTH (EXCLUDING ROCK) IN TRENCHES, PLINTH, SIDES OAND WATERING, | BI01010001010000000000000515BI0100001129 | 23.62 | M3 |
| 18 | 18 | SUPPLYING AND FILLING IN PLINTH UNDER FLOORS INCLUDING,WATERING,RAMMING CONSOLIDATING AND DRESSING | BI01010001010000000000000515BI0100001130 | 65.613 | M3 |
| 19 | 19 | CEMENT CONCRETE GRADE M-7.5 (NOMINAL MIX) WITH 40 MM MAXIMUM SIZE OF STONE AGGREGATE | BI01010001010000000000000515BI0100001131 | 7.879 | M3 |
| 20 | 20 | KOTA STONE SLAB 25MM THICK FLOORING OVER 20 MM (AVERAGE) THICK BASE LAID OVER AND JOINTED WITH GREY | BI01010001010000000000000515BI0100001132 | 67.203 | M2 |
| 21 | 21 | KOTA STONE SLABS 25MM THICK IN RISERS OF STEPS, SKIRTING,DADO AND PILLARS LAID ON 12MM (AVERAGE) | BI01010001010000000000000515BI0100001133 | 25.01 | M2 |
| 22 | 22 | IN GRATINGS, FRAMES, GUARD BAR, LADDER, RAILINGS, BRACKETS, GATES AND SIMILAR WORKS. | BI01010001010000000000000515BI0100001134 | 508 | KG |
| 23 | 23 | NEW WORK (TWO OR MORE COATS APPLIED @ 1.43 LTR/ 10 SQM. OVER AND INCLUDING BASE COAT OF WATER PROOFI | BI01010001010000000000000515BI0100001135 | 9 | M2 |
| 24 | 24 | 1:5 (1 CEMENT: 5 FINE SAND) | BI01010001010000000000000515BI0100001136 | 209.013 | M2 |
| 25 | 25 | 12 MM CEMENT PLASTER OF MIX :1:5 (1 CEMENT: 5 FINE SAND) | BI01010001010000000000000515BI0100001137 | 142.088 | M2 |
| 26 | 26 | NEW WORK (TWO OR MORE COATS APPLIED @ 3.84 KG/10 SQM). | BI01010001010000000000000515BI0100001138 | 257.23 | M2 |
| 27 | 27 | PAINTING STEEL WORK WITH DELUXE MULTI SURFACE PAINT TO GIVE AN EVEN SHADE. TWO OR MORE COAT APPLIED | BI01010001010000000000000515BI0100001139 | 28.35 | M2 |
| 28 | 28 | HALF BRICK MASONRY WITH OPEN BHATTA OF CLASS DESIGNATION 25 IN SUPERSTRUCT (1 CEMENT :4 COARSE SAND) | BI01010001010000000000000515BI0100001140 | 10.8 | M2 |
| 29 | 29 | USING M.S. ANGELS 40X40X6 MM FOR DIAGONAL BRACES. | BI01010001010000000000000515BI0100001141 | 6.3 | M2 |
| 30 | 30 | 1:3 (1 CEMENT: 3 FINE SAND) | BI01010001010000000000000515BI0100001142 | 13.08 | M2 |
| 31 | 31 | PROVIDING AND FIXING IST QUALITY CERAMIC GLAZED WALL TILES CONFORMING TO IS : 15622 (6 TO 7MM THIC | BI01010001010000000000000515BI0100001143 | 31.68 | M2 |
| 32 | 32 | DISTEMPERING WITH DRY DISTEMPER OF APPROVED BRAND AND MANUFACTURE (TWO OR MORE COATS) AND OF REQUIRED SHADE ON NEW WOR | BI01010001010000000000000515BI0100001144 | 93.96 | M2 |
| 33 | 33 | PROVIDING AND PLACING ON AT ALL FLOOR LEVELS HIGH DESIGN HDPE (POLYETHYLENE) WATER STORAGE TAN | BI01010001010000000000000515BI0100001145 | 3000 | L |
| 34 | 34 | WHITE VITREOUS CHINA ORISSA PATTERN W.C. PAN OF SZ 580X440MM WITH INTEGRAL TYPE FOOT RESTS | BI01010001010000000000000515BI0100001146 | 2 | EA |
| 35 | 35 | WHITE VITREOUS CHINA WASH BASIN SIZE 630X450 MM WITH A PAIR OF 15 MM C.P. BRASS PILLAR TAPS. | BI01010001010000000000000515BI0100001147 | 2 | EA |
| 36 | 36 | ELECTRIFICATION AND SANITATION WORK | BI01010001010000000000000515BI0100001148 | 1 | % |
AI Tender Summary
Tender Timeline
Dec 06, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 21, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 24, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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