Tender For Provn Of Septic Tank (300 Users), Soakage Pit And Sewage Line And Addn/Altm To Area Drainage At Pm Shri Kv Kannur Under Ge (Army) Trivandrum
Tender Value
35.95 Lakhs
Estimated cost
Bid Submission
31 Oct 2026
2 days left
EMD
71900
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kannur → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Septic Tank (300 Users), Soakage Pit And Sewage Line And Addn/Altm To Area Drainage At Pm Shri Kv Kannur Under Ge (Army) Trivandrum
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-Oct-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 31-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) in foundation trenches or drains, not exceeding 1.5 m in width or 10 sqm on plan and not exceeding 1.5 m depth, 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 mtr complete all as specified and directed. |
| 2 | Earth work in excavation in ordinary rock by mechanical means (Hydraulic excavator) in foundation trenches or drains, not exceeding 1.5 m in width or 10 sqm on plan and not exceeding 1.5 m depth, including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated materials as directed, within a lead of 50 m complete all as specified and directed. |
| 3 | Returning and filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick with soil obtained from excavation complete all as specified and directed. |
| 4 | Removing excavated materials, soil to a distance exceeding 250 m but not exceeding 500 m depositing where directed at a level 1.5 m above starting point complete all as specified and directed. |
| 5 | Removing excavated materials, rocks to a distance exceeding 250 m but not exceeding 500 m depositing where directed at a level 1.5 m above starting point complete all as specified and directed. |
| 6 | M&L for PCC 1:4:8, Type D2 (using 40mm graded stone aggregate) as in foundation, filling mass concrete or similar works, complete all as specified and directed. |
| 7 | M&L for pre-cast cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) block masonry with solid blocks, exceeding 10 cm in width and setting in CM 1:6 complete all as specified and directed. |
| 8 | M&L for rendering 15 mm thick cement plaster in cement mortar 1:4 on fair faces of brick work/ PCC solid block masonry/ concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed. |
| 9 | M&L for PCC 1:2:4, type B-2, using 40mm graded stone aggregate as in benching, surface channels and drains including necessary form works complete all as specified and directed. |
| 10 | M&L for Pre-cast RCC 1:2:4, type B1 using 20mm graded stone aggregate as in manhole/ drain cover slab etc; set in cement mortar (1:6) complete all as specified and directed. Note: Reinforcement shall be measured and paid separately. |
| 11 | S&F CRS TMT steel bars as reinforcement, 10mm dia and over, cut to length, bent 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 0.9mm dia or securing with clips complete all as specified and directed. |
| 12 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as concrete bed to drain pipe 160 mm dia bore including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed. |
| 13 | S&F 160 mm bore PVC (SWR) pipes, single socketed, in any length with rubber ring joints or jointing with solvent cement, laid in trenches or in floors complete all as specified and directed. |
| 14 | Demolition of Cement concrete (unreinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) complete all as specified and directed. |
| 15 | M&L for 75mm thick cement concrete, 1:4:8, Type D2 (using 40mm graded stone aggregate) as in floor, complete all as specified and directed. |
| 16 | M&L for 75mm thick cement concrete, 1:2:4, Type B1 (using 20mm graded stone aggregate) as in floor, complete all as specified and directed. |
| 17 | M&L for loose filling with broken stone or boulders aggregates of gauge 40 to 80 mm in soakage pits/ soakage wells as filter media as per drawing complete all as specified and directed. |
| 18 | Cutting into existing manhole for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1, smooth finished for 100mm internal dia. of pipe, and reforming benching as required complete all as specified and directed. |
| 19 | Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, and removing the debris from the site complete all as specified and directed. |
| 20 | S&F 110 mm bore dia PVC (SWR) pipes single socketed, in any length with rubber ring joints laid in trenches or in floors complete all as specified and directed. |
| 21 | M&L for concrete bed to drain pipes 100 mm bore dia by using PCC (1:3:6), type C2 using 40 mm graded aggregate including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed. |
| 22 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) over areas, exceeding 30 cm but not exceeding 1.5 m in depth and exceeding 1.5 m in width as well as 10 sqm on plan, including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5mtr, as directed by Engineer-in-charge complete all as specified and directed. |
| 23 | All as per item ser No 22 above but for each additional 1.5 m or part thereof in depth beyond the first 1.5 m complete all as specified and directed |
| 24 | Earth work in excavation in ordinary rock by mechanical means (Hydraulic excavator) over areas, exceeding 30 cm but not exceeding 1.5 m in depth and exceeding 1.5 m in width as well as 10 sqm on plan, including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5mtr, as directed by Engineer-in-charge complete all as specified and directed. |
| 25 | All as per item ser No 24 above but for each additional 1.5 m or part thereof in depth beyond the first 1.5 m complete all as specified and directed |
| 26 | M&L for RCC M-30 (Ready Mix Concrete Design Mix) using 20 mm graded stone aggregate in Foundation, including raft footings, foundation beams, plinth beams, bases for column etc., basement slabs and mass concrete complete all as specified and directed. |
| 27 | M&L for RCC M-30 (Ready Mix Concrete design mix) using 20 mm graded stone aggregate in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. |
| 28 | M&L for RCC M-30 (Ready Mix Concrete design mix) using 20 mm graded stone aggregate in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 29 | M&L for providing precast cement concrete block masonry with solid blocks built in 1:3:6 type C1 using 20mm graded stone aggregate, exc 10cm in width, setting in cement mortar 1:6 in walls complete all as specified and directed. |
| 30 | M&L for providing precast cement concrete 1:3:6 type C1 using 20mm graded stone aggregate, solid building blocks or slabs 10cm thick wall with plain or interlocking joints as directed, setting in cement mortar 1:6 in walls complete all as specified and directed. |
| 31 | S&F CRS TMT steel bars as reinforcement, 6mm to 8mm dia., cut to length, bent 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 0.9mm dia or securing with clips complete all as specified and directed. |
| 32 | Use & waste formwork to fair finished flat sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed. |
| 33 | Use & waste formwork formwork to fair finished faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc. vertical or to batter complete all as specified and directed. |
| 34 | Use & waste Formwork to fair finished flat faces of soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for falt, fair finished surfaces of concrete complete all as specified and directed. |
| 35 | M&L for rendering 15mm thick in cement mortar 1:3 on fair faces of brick work or concrete surfaces, mixed with water proofing compound @ 3% by the weight of cement, finishing the surface fair and even complete all as specified and directed.Note: Water proofing compound will be measured and paid separately. |
| 36 | M&L for rendering 15mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces, mixed with water proofing compound @ 3% by the weight of cement, finishing the surface fair and even complete all as specified and directed.Note: Water proofing compound shall be measured and paid separately. |
| 37 | Supply only integral water proofing compound complete all as specified and directed. |
| 38 | M&L for cement concrete 1:2:4 type B1, using 20 mm graded stone aggregate as in roof kerbs or mud stops, rounded or chamfered on edges including necessary formwork complete all as specified and directed. |
| 39 | M&L for cement concrete 1:2:4 type B0, using 12.50 mm 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, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary formwork complete all as specified and directed. |
| 40 | S&F PVC coated MS rungs 20 mm dia including fixing and embedding in concrete complete all as specified and directed. |
| 41 | S&F 110 mm bore PVC (SWR) vent cowl complete all as specified and directed. |
| 42 | S&F mild steel framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed. |
| 43 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) over areas, exceeding 1.50 mtr but not exceeding 3.00 mtr in depth, exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth lead upto 50 m and lift upto 3.0 mtr, as directed by Engineer-in-charge complete all as specified and directed. |
| 44 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) over areas, exceeding 3.00 mtr but not exceeding 4.50 mtr in depth, exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth lead upto 50 m and lift upto 4.5mtr, as directed by Engineer-in-charge complete all as specified and directed. |
| 45 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 SqM on plan and not exceeding 1.5 M in depth and getting out hard/dense complete all as specified and directed. |
| 46 | M&L for pre-cast cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) block masonry with solid blocks, exceeding 10 cm in width and setting in CM 1:4 complete all as specified and directed. |
| 47 | M&L for 75mm thick cement concrete, 1:2:4, Type B2 (using 40mm graded stone aggregate) as in plinth protection, finished cement concrete surface even and smooth without using extra cement complete all as specified and directed. |
| 48 | M&L for hardcore of gauge not exc. 63 mm using broken stone or boulders, deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed |
| 49 | M&L for Forming Construction joint 30mm deep x 10mm wide filled with sealing compound complete all as specified and directed Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 24, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 31, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysOct 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysNov 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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