Tender For Provision Of Reinforced Cement Concrete Rrtaining Wall And Repairs Of Existing Reinforced Cement Concrete Approach Road For Multi Level Car Parking At Cost Guard Enclave Malkapuram Visakhapatnam Under Ge(I)(Cg) Vizag
Tender Value
43.18 Lakhs
Estimated cost
Bid Submission
19 Nov 2026
19 days left
EMD
86400
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Visakhapatanam → Andhra Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provision Of Reinforced Cement Concrete Rrtaining Wall And Repairs Of Existing Reinforced Cement Concrete Approach Road For Multi Level Car Parking At Cost Guard Enclave Malkapuram Visakhapatnam Under Ge(I)(Cg) Vizag
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 30-Oct-2026 | Corrigendum to Change in Fee | Fee | 19-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)means over areas (exceeding 30cm in depth,1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto1.5m, complete all as specified and as directed. |
| 2 | Earthwork in embankment & backfilling and returning, filling, and packing approved non-expansive earth materials behind structural concrete retaining components and within road embankments. To be executed in uniform layers not exceeding 200mm thick, each layer watered, properly structural-rammed, and mechanically rolled using heavy vibratory systems to achieve the mandatory compaction density complete all as specified and directed. |
| 3 | M & L for plain cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. |
| 4 | M&L for Reinforcement using High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified. |
| 5 | Use & waste for flat formwork to sides of concrete foundations, footings, bases of columns raft and raft beams, sides and soffits if any of foundations and plinth beams and similar work, etc, rough finished surfaces of concrete etc all as specified and directed |
| 6 | M&L for Rinforced cement concrete M-30 (with 20mm graded crushed stone aggregate) design mix concrete for Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs,under-reamed piles and mass concrete all as specified and directed. |
| 7 | Use & waste for flat formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses etc, vertical or batter, flat surface, rough finished surfaces of concrete etc complete all as specified and directed |
| 8 | M&L for Rinforced cement concrete M-30 Design mix (using 20mm graded stone aggregate)as in Walls, retaining walls,basement walls,ballast walls and the like;any thickness; above top of footings; including attached pilasters and buttresses all as specified and as directed |
| 9 | M&L for preparation new wall surfaces and applying two coats of cement base paint paint over new surface of wall exc 10 cm in width or girth not otherwise described over one coat of alkai resistant primer complete all as specified and as directed. |
| 10 | M& L for broken stone or boulders Hand packing (any thickness) at back of walls over arches etc, and raising (or lowering) to the required level Providing and packing dry stone rubble filter media using hard rock boulder fractions behind structural wall stems around internal weep-hole inlets to facilitate optimal drainage complete all as specified and directed. |
| 11 | M&L for High-Density 3D Cellular Confinement Mats (Geocells): Supplying and installing ultrasonic-weided Three-Dimensional HDPE Geocell matrices across exposed earth slopes, anchored with specialized steel pins and packed with uniform top soil mix. complete all as specified and directed |
| 12 | M&L for 75 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or floors as spout and as in weep wheels of retaining wall completed as specified and directed. |
| 13 | Demolition of cement concrete in ground floors and pavings n. exc. 15cm thickness (below or above ground level) and removing rubbish to outside MD land complete all as specified and directed. |
| 14 | Rolling & consolidating formation surfaces in cutting by Power roller Exc 8 tonne & n exc 12 tonne |
| 15 | Supplying and laying 400 micron thick HDPE sheet(Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coal/sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm. |
| 16 | M&L for laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) laid in two layer 75mm each grading as per Grade V as specified Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with naturaI sand, crushed gravel, crushed stone, crushed slag, or combination thereof as per the grading required. The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013. |
| 17 | Providing and Laying Dry lean Concrete (DLC)100 mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 MPa Minimum cement content not less than 140 Kg/Cum DLC mixed in Batching Plant, transported to site and laid by electronic sensor paver including spreading and compacting usign high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge work 2013 |
| 18 | M&L for 10 mm thick sand cushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer as specified and directed. (No additional amount to be paid for overlap) |
| 19 | M&L for pavement quality concrete(PQC) 200 mm thick of minimum 28 days field Flexural strength of 45Kg/ Sqcm or 4.5 Mpa, aggregate gradation as per Table 3 of IRC 15- 2017, coarse aggregate of clean, hard strong,dense,non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circular ' virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 5-40microns,minimum melting temperature as 240 C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minimum 7.50 m width, including curing and tining by Texturing cum Curing Machine complete all as specified and directed. Required surface texturing to be done as specified in Clause 10 1 14 and Table 9 of IRC- 15-2017 |
| 20 | M& L for forming 25 mm width expansion joint in concrete slab for full depth of PQC. Early entry saw and subsequent cutting by using diamond bit cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The joint then filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified, thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 30 mm dia, over filler board and filled with polyurethane based sealant complying with BS- 5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+/- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed. |
| 21 | M&L for preparing bituminous surface of road and marking 2.5mm thick centre lines, stop lines, dashes,arrows etc. and the like n.exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicatior machine all as per manufacturers instruction complete all as specified and directed. |
| 22 | Returning filling in including spreading leveling watering and well ramming in layers n exc 25cm complete all as specified and directed. |
| 23 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point (Soils) complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 19, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 19 daysNov 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysTender Documents
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