Special Repairs To Internal Roads At Hanuman Temple Complex And External Road From Jco S Map Line Near Qtr No P 22 To Unit Main Gate No 02 Of 554 Asc Bn Under Ge ( South ) Secunderabad
Tender Value
Ref. Documents
Estimated cost
Bid Submission
24 May 2021
0 days left
EMD
81800
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Secunderabad → Telangana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Special Repairs To Internal Roads At Hanuman Temple Complex And External Road From Jco S Map Line Near Qtr No P 22 To Unit Main Gate No 02 Of 554 Asc Bn Under Ge ( South ) Secunderabad
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Apr-2021 | Revised date | Date | 13-May-2021 |
| 2 | 05-May-2021 | Other | Other | 17-May-2021 |
| 3 | 17-May-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 24-May-2021 |
BOQ
| Name of Work: SPECIAL REPAIRS TO INTERNAL ROADS AT HANUMAN TEMPLE COMPLEX AND EXTERNAL ROAD FROM JCO'S MAP LINE NEAR QTR NO- P-22 TO UNIT MAIN GATE NO-02 OF 554 ASC BN UNDER GE (SOUTH) SECUNDERABAD | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | M&L for repairs to pot holes not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surface in roads, paths etc., cutting around edges to at least 25 mm in depth, making good by applying tack coat of 5 kg per 10 sqm using paving bitumen VG-30, putting in premixed bituminious macadam, well rammed and sealed with binder 9.80 kg per 10 sqm VG-30 blinded with 0.09 cum of stone chippings, 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of potholes exc. 30 mm all as specified and as directed. | BI01010001010000000000000515BI0100001116 | 2 | TEN SQM |
| 2 | 2 | M&L for repairs to pot holes of any depth and not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc., cutting around edges to at least 25 mm in depth, making good by filling screnned graded road metal , watering and well ramming (including supply of road metal ), complete all as specified and as directed. | BI01010001010000000000000515BI0100001336 | 1 | TEN SQM |
| 3 | 3 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc. 400 sqm and exc 50 mm and n exc 100mm deep complete all as specified and as directed. | BI01010001010000000000000515BI0100001117 | 17 | TEN SQM |
| 4 | 4 | M & L for 75 mm mm thick Water bound macadam (WBM) (compacted thickness) with granite, trap or basalt coarse aggregates of grading 2 (63mm to 40mm size) spread, rolled using power roller exceeding 8 ton and not exc 12 ton capacity and consolidated to camber and gradient required all as specified and as directed. | BI01010001010000000000000515BI0100001118 | 16 | TEN SQM |
| 5 | 5 | M & L for premix bituminous macadam using paving bitumen any penetration @ 4% by weight of total mix, laid / rolled compacted to required gradient and camber( consolidated thickness 75mm or less) all as specified and as directed. | BI01010001010000000000000515BI0100001119 | 14 | CUM |
| 6 | 6 | M&L for preparing unsurfaced WBM surfaces brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sqm using paving bitumen VG-30 grade complete all as specified and directed. | BI01010001010000000000000515BI0100001120 | 42 | TEN SQM |
| 7 | 7 | M&L for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with mechanical air compressure to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer at 5 kg per 10 sqm using paving bitumen VG-30 grade complete all as specified and directed. | BI01010001010000000000000515BI0100001121 | 925 | TEN SQM |
| 8 | 8 | M&L for bituminous premixed semi dense asphaltic concrete consolidated thickness 30 mm with 5.5 % binder content by weight of total mix using paving bitumen VG -30 grade, mixed in hot mix plant, rolled and compacted to required camber and gradient by using mechanical paver complete to a uniform surface all as specified and directed. | BI01010001010000000000000515BI0100001122 | 942 | TEN SQM |
| 9 | 9 | M&L for applying thermoplastic road marking paint (reflective) of specified shade or colour, 2.5 mm thick not exceeding 10 cm width with glass beeds 250gm/sqm including layout of centre line, dashes, arrows, speed breakers, writting letters etc., using hot thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser propane tank heater and profile shoe heater driven by experienced operator, on road surface made free of all dirt, scales,oil grease, foreign materials etc., complete all as specified and as directed. | BI01010001010000000000000515BI0100001123 | 310 | 10 RM |
| 10 | 10 | S&F Two directional CATs eyes of size 100x100x25mm made up of ABS (Astronitrilite) Butadiene Styrene engineering plastic, dynamically designed having high impact strength fitted with 02 nos highly reflective reflectors on both side, fixed on bituminous / concrete surface with suitable adhesive complete all as per manufactures instructions. \nMake: Mr. Illumination/ 3M / Aktion / Dark eye | BI01010001010000000000000515BI0100001124 | 321 | EACH |
| 11 | 11 | S&F in repairs road delinators as per IRC-79-1981 (road way indicators) dual directions, retro reflective, round delinator made out of 16 gauge MS pipe 75mm dia and of height 900mm duly powder coat painted and provided with three reflective band of colour red, white and yellow colour, 150mm wide and 50 micron thick and protected with welded wire mesh cage including necessary excavation of size 300x300x450mm and PCC 1:2:4 type B2 foundation complete all as directed. \nMake : 3M / Mr. Illumination \n | BI01010001010000000000000515BI0100001125 | 6 | EACH |
| 12 | 12 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out as in hard/dense soil all as specified and as directed. | BI01010001010000000000000515BI0100001126 | 600 | SQM |
| 13 | 13 | M&L for Moorum/red bajri filling in in berms , pavings, laid in layers n exc. 150mm thick, spread, levelled and rammed\nincluding watering using light weight roller all as specified and as directed. | BI01010001010000000000000515BI0100001127 | 60 | CUM |
| 14 | 14 | Removing excavated soil, to a distance n. exc 50 m and depositing where directed at a level n. exc 1.5 m above the starting point. | BI01010001010000000000000515BI0100001128 | 200 | CUM |
| 15 | 15 | Excavation over areas not exc. 1.5 mtr wide and n.exc. 1.5 mtr in deep and getting out in hard/dense soil complete all as specified and as directed | BI01010001010000000000000515BI0100001129 | 200 | CUM |
| 16 | 16 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick each in soils all as specified and as directed. | BI01010001010000000000000515BI0100001130 | 60 | CUM |
| 17 | 17 | M&L for PCC 1:4:8 type D-2 (Using 40mm size graded stone aggregate) as in foundation, mass concrete and filling complete all as specified and directed | BI01010001010000000000000515BI0100001131 | 38 | CUM |
| 18 | 18 | M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified and as directed. | BI01010001010000000000000515BI0100001132 | 690 | CUM |
| 19 | 19 | M & L for PCC 1:2:4 type B-1 (using 20mm graded stone aggregates) as in coping, including necessary formwork complete all as specified and directed. | BI01010001010000000000000515BI0100001133 | 12 | CUM |
| 20 | 20 | M&L for PCC 1:3:6 type C-1 (using 20 mm size graded stone aggregate) as in surface channels and drains bed complete all as specified and directed. | BI01010001010000000000000515BI0100001134 | 16 | Cum |
| 21 | 21 | M&L for flush pointing to random rubble masonry uncoursed or brought up to course in cement mortar 1.:4 complete all as specified and directed | BI01010001010000000000000515BI0100001135 | 59 | 10 SQM |
| 22 | 22 | M&L for extra for forming fair finished drain up to 30cm inner girth using extra cement.complete all as specified and directed | BI01010001010000000000000515BI0100001136 | 150 | RM |
| 23 | 23 | Add or deduct for item No.22 above for each 25mm girth or part thereof over or under 30cm inner girth using extra cement.complete all as specified and as directed. | BI01010001010000000000000515BI0100001137 | 2000 | RM |
| 24 | 24 | Demolition of brick masonary or stone masonary built in cement mortar including all quoins, arches, pillars etc but excluding ashiar facing dressed stone work and precast articles complete all as sepcified and directed | BI01010001010000000000000515BI0100001138 | 100 | CUM |
| 25 | 25 | Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15 cm thick above or below ground level complete all as specified and directed. | BI01010001010000000000000515BI0100001139 | 10 | CUM |
AI Tender Summary
Tender Timeline
May 17, 2021
11:30 IST
Tender Published
Tender notice published.
Completed
May 13, 2021
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
May 17, 2021
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
May 24, 2021
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedMay 24, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 28, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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