Tender For Provision Of Hard Standing With Paver Block And Sewage Disposal System At Building No P-90, Dolphin Hill, Visakhapatnam
Tender Value
44.16 Lakhs
Estimated cost
Bid Submission
27 Aug 2026
17 days left
EMD
88320
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 Hard Standing With Paver Block And Sewage Disposal System At Building No P-90, Dolphin Hill, Visakhapatnam
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard / dense soil complete all as specified and directed. |
| 2 | M & L for moorum/red bajri filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed. |
| 3 | M & L for 100 mm thick, plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in sub-base of flooring, etc complete all as specified and directed. |
| 4 | M & L for Sand filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed. |
| 5 | M & L for Machine pressed precast conctete coloured interlocking paver block with glossy finish ,any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment including taking out old tiles complete all as specified and directed. |
| 6 | M & L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigment complete all as specified and directed. |
| 7 | S&L factory made precast kerb stone of size( 300x300x100 ) mm in M-25 grade cement concrete set and jointed in CM(1:4) including making drainage opening where ever required complete all as specified and directed |
| 8 | Removing excavated materials exc 1.5 Km but n. exc 5 Km and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. |
| 9 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, trenches for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed. |
| 10 | M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed. |
| 11 | M & L for Brick work with fly ash brick, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 using old size brick complete all as specified and directed. |
| 12 | M & L for 15 mm thick rendering in cement mortar 1:4 on fair faces of brick work or concrete surfaces, mixed with integral water proofing compound finished the surface even and smooth without using extra cement complete all as specified and directed. (Note : WPC shall be measured and paid separately against respective item). |
| 13 | Supply only integral water proofing compound (ISI marked) complete all as specified and directed. |
| 14 | M & L for Plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in surface channel, drains etc complete all as specified and directed. |
| 15 | M & L for plain cement concrete (1:2:4), type B1 (using 20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary formwork complete all as specified and as directed. |
| 16 | S & F 160 mm bore, PVC (SWR), Soil waste and vent pipes in any length with or without ears, with solvent cement joints, laid in trenches or in floors, etc complete all as specified and directed. |
| 17 | S & F 160 mm bore, PVC (SWR) bends of any radius complete all as specified and directed. |
| 18 | M & L Reinforced concrete pipes, class NP2, 300 mm bore, laid and jointed with collars complete all as specified and as directed. |
| 19 | M & L for Plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggragate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 300 mm bore drain pipes complete all as specified and directed . |
| 20 | M & L for Precast Reinforced Cement Concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in cover slab (For manhole,drain cover etc), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and set in cement mortar 1:4 including necessary form, moulds, etc complete all as specified and directed by the Engr-in-Charge. (Note : Reinforcement shall be measured and paid separately) |
| 21 | S & F high strength corrosion resistant TMT steel bars 10 mm dia., and over cut to length, bend to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality complete all as specified and directed. |
| 22 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in any type of soil complete all as specified and directed. |
| 23 | M&L for loose filling with aggregates of gauge 40 to 80 mm (broken stone or boulders) in existing soakage pits, soakage wells complete all as specifed and directed. |
| 24 | Construction of RCC septic tank for 100 users including excavation in hard/dense soil,PCC(1:4:8 type D2) in foundation,RCC M-30 design mix in wall,base slab,baffle wall,beam and roof slab including necessary formwork,steel reinforcement ,precast cover slab ,retuning filling and removing of soil,platering complete all as shown on drawing ,specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysAug 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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