Tender For Repair To Drain, Footpath, Boundary Wall, Sewage Treatment System Etc At Cg Dhq 15 Okha And Arambhada At Okha Under Ge (I) Cg Porbandar
Tender Value
35 Lakhs
Estimated cost
Bid Submission
14 Nov 2026
20 days left
EMD
70000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jamnagar → Gujarat
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair To Drain, Footpath, Boundary Wall, Sewage Treatment System Etc At Cg Dhq 15 Okha And Arambhada At Okha Under Ge (I) Cg Porbandar
BOQ
| Sl. No. | Item Description |
| 1 | Schedule 'A' |
| 2 | Excavation in trenches not exceeding 1.5 Metre wide and not exceeding 1.5 Metre in depth for foundation etc., or for shafts, wells, cesspits, manholes pier holes and silt in drain channel etc., not exceeding 10 sqm on plan and not exceeding 1.5 Metre in depth in loose/soft soil etc., complete all as specified and as directed. |
| 3 | Returning, filing in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick, complete all as specified and as directed. |
| 4 | Removal of excavated materials to a distance not exceeding 50 Metre and depositing where directed at a level not exceeding 1.5 Metre above the starting point, complete all as specified and as directed. |
| 5 | Demolition and breaking up drain pipe (salt glazed stone ware, AC or reinforced concrete ) set in cement mortar for 150mm internal dia of pipe, complete all as specified and as directed. |
| 6 | Material & Labour for cement concrete bed to drain pipes including packing under and hunching against the sides of pipe after they are laid & tested for 150mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate, complete all as specified and as directed. |
| 7 | Material & Labour Reinforced concrete pipes od dia 150mm, class NP-2, laid and jointed complete with collars, complete all as specified and as directed. |
| 8 | Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc., complete all as specified and directed by Engineer-in-Charge. |
| 9 | Material & Labour for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation filling and mass concrete, complete all as specified and as directed. |
| 10 | Material & Labour for providing Pre-cast cement concrete type C-1, 1:3:6 (20mm graded aggregate) block masonry with solid blocks, exc. 10cm in width and setting in cement mortar 1:6, complete all as specified and as directed. |
| 11 | Taking down cement plaster any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water, complete all as specified and as directed. |
| 12 | Material & Labour for rendering on fair faces of brick work or concrete surface of wall 15mm thick in Cement Mortar 1:6 and to be finished even and smooth without using extra cement, complete all as specified and as directed. |
| 13 | Material & Labour for PCC 1:2:4 type B2 using 40mm graded stone aggregate as in surface channels of drains, complete all as specified and as directed. |
| 14 | Material & Labour for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms moulds, mitred/stopped ends, complete all as specified and as directed. |
| 15 | Material & Labour for High strength mild steel CRS reinforcement bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire(annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed. |
| 16 | All as per Item No 14 above but 5mm dia and over upto 10mm dia as in stirrups, spacers or binder, complete all as specified and directed by Engineer-in-Charge. |
| 17 | Material & Labour for Formwork to chullah hoods, chajjas, troughs and similar items including edges rough finished flat surfaces, complete all as specified and as directed. |
| 18 | Material & Labour for formwork to edges of concrete flats, treads, breaks in floors, window-cills, concrete railings, opening of concrete walls, floor and roofs not exceeding 20 cm wide and sides of RCC / PCC bands in walls, horizontal or sloping and similar work exc. 10 cm but not exc. 20cm wide rough finished, complete all as specified and as directed. |
| 19 | Material and Labour for Reinforced cement concrete (nominal mix) in Chajjas Type B-0, 1:2:4 (12.5 graded aggregate), complete all as specified and as directed. |
| 20 | Material & Labour for Precast RCC 1:2:4 type B-1 using 20mm graded stone aggregate as in manhole cover slabs, of any thickness, size or shape including necessary form work, set and jointed in cement mortar (1:6), complete all as specified and as directed. |
| 21 | Demolition of cement concrete reinforced in ground floor or floor tiles and paving not exceeding 15cm thick (below or above ground level), complete all as specified and as directed. |
| 22 | Clearing & removal of all blockages in sewage line of any dia of sewer lines, manholes of any section and any depth, in any situation by way of cleaning / desludging foreign materials as well as blockage of sewage line in between successive manholes manually/mechanically, Operation zones of collection and disposal should be complete sanitisation by applying bleaching powder, complete all as specified and as directed. |
| 23 | Taking out/Pumping out sewage water from septic tank/soakage well from Tractor with attached Water Tank of 3000 ltr capacity with mechanical pump and Sucking and removing and dumping off the same to a place outside cantonment at the place marked for the purpose by the authority controlling the area complete all as specified and as directed by Engineer-in-charge, distance for removal from original point to disposal point is out of defence land,Operation zones of collection and disposal should be complete sanitisation by applying bleaching powder, complete all as specified and as directed. |
| 24 | Taking out/pumping out silt, Sewage sludge in solid/semi solid state from Manholes including pumping out sludge wherever necessary by plugging /diverting the flow in the sewage line if necessary and staking the removed silt/sludge and deposit away from the edge of manholes at the place marked by the authority controlling the area and including use of safety belt dry cells torch for lightning inside the manholes as directed and cleaning the manholes with clean water etc., Operation zones of collection and disposal should be complete sanitisation by applying bleaching powder, all as specified and directed by the Engineer-in-Charge.of the following:- |
| 25 | Manholes not exceeding depth of 1.0 Metre. |
| 26 | Manholes depth exceeding 1.0 Metre but not exceeding 2.0 Metre. |
| 27 | Desludging of septic tanks, soakage wells, and digestion pits manually and/or mechanically to ensure thorough cleaning. The work includes loosening, scooping, and removing accumulated muddy soil, heavy sludge, and semi-solid waste from the bottom and sides of the structures. The collected sludge shall be transported to a distance not exceeding 500 metres buried in trenches/pits within the station, using a diesel-driven mechanical suction vehicle (Honey Sucker / Vacuum Tanker Truck). Operation zones of collection and disposal should be complete sanitisation by applying bleaching powder, all as specified and directed by the Engineer-in-Charge. |
| 28 | Material & Labour for Providing, cement concrete Type B-1, 1 :2 :4 (20mm graded aggregate) rounded or chamfered on edges 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, complete all as specified and directed by Engineer-in-Charge. |
| 29 | Dismantling of sett paving any description of thickness laid dry or laid dry and pointed, complete all as specified and directed by Engineer-in-Charge. |
| 30 | Material & Labour for cement concrete 75mm thick type D-2, 1:4:8 (40mm graded aggregate) as in floor as in sub base for laying floor finishes, complete all as specified and directed by Engineer-in-Charge. |
| 31 | Material & Labour for Sand filling under floors are in foundation including watering and consolidation, complete all as specified and directed by Engineer-in-Charge. |
| 32 | Material & Labour for M-35 grade 60mm thick machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006, complete all as specified and directed by Engineer-in-Charge. |
| 33 | Material & Labour for M-40 grade 80mm thick machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006, complete all as specified and directed by Engineer-in-Charge. |
| 34 | Fixing only old machine pressed precast concrete interlocking paver block any shape and size, complete all as specified and directed by Engineer-in-Charge. |
| 35 | Material & Labour for chequered cement concrete tiles with grey cement and pigments 30cm x 30cm x 20mm thick, set, jointed and pointed in neat cement slurry in floors including 15mm thick screed bedding in cement mortar 1 : 6, complete all as specified and directed by Engineer-in-Charge. |
| 36 | Material & Labour for ceramic heavy duty parking tiles ( high-abrasion resistant), 10mm to 12mm thick, of approved shade and pattern, size not exceeding 0.36 Sqm, laid over a 15 mm thick screed bed in cement mortar 1:6 . The tiles shall be jointed and grouted with neat cement slurry mixed with matching pigments, complete all as specified and directed by the Engineer-in-Charge. |
| 37 | M&L 75 mm thick cement concrete type B-1 (20 mm graded aggregate) as in flooring finishing cement concrete even and smooth without using extra cement all as specified and as directed. |
| 38 | Supply & Fixing in repair PVC (SWR) pipe grade ‘A’ single socketed 110mm dia in any length, jointing with cement solvent solution, fixed to walls, complete all as specified and directed by Engineer-in-Charge. |
| 39 | Supply & Fixing in repair PVC (SWR) pipe grade ‘A’ single socketed 75mm dia in any length, jointing with cement solvent solution, fixed to walls, complete all as specified and directed by Engineer-in-Charge. |
| 40 | Supply & Fixing in repair PVC (SWR) bend with access door of any dia provided with access door for 110mm dia pipe, complete all as specified and directed by Engineer-in-Charge. |
| 41 | Supply & Fixing in repair PVC (SWR) bend with access door of any dia provided with access door for 75mm dia pipe, complete all as specified and directed by Engineer-in-Charge. |
| 42 | Supply & Fixing in repair PVC (SWR) branch piece, single (Single Y) equal or unequal 75mm dia., complete all as specified and directed by Engineer-in-Charge. |
| 43 | Supply & Fixing in repair PVC (SWR) branch piece, single (Single Y) equal or unequal 110mm dia., complete all as specified and directed by Engineer-in-Charge. |
| 44 | Supply & Fixing in repair PVC (SWR) branch piece, double (double Y) equal or unequal 75mm dia., complete all as specified and directed by Engineer-in-Charge. |
| 45 | Supply & Fixing in repair PVC (SWR) branch piece, double (double Y) equal or unequal 110mm dia., complete all as specified and directed by Engineer-in-Charge. |
| 46 | Supply & Fixing in repair PVC (SWR) junction, single (single T) equal or unequal provided with access door 75mm dia., complete all as specified and directed by Engineer-in-Charge. |
| 47 | Supply & Fixing in repair PVC (SWR) junction, single (single T) equal or unequal provided with access door 110mm dia., complete all as specified and directed by Engineer-in-Charge. |
| 48 | Supply & Fixing in repair PVC (SWR) junction, double (double T) equal or unequal provided with access door 75mm dia., complete all as specified and directed by Engineer-in-Charge. |
| 49 | Supply & Fixing in repair PVC (SWR) junction, double (double T) equal or unequal provided with access door 110mm dia., complete all as specified and directed by Engineer-in-Charge. |
| 50 | Cleaning and removing all scale and dirt, etc., from tanks and from mouths of circulating pipes of capacity exceeding 250 ltr but not exceeding 500 ltrs, complete all as specified and directed by Engineer-in-Charge. |
| 51 | Cleaning and removing all scale and dirt, etc, from tanks and from mouths of circulating pipes of capacity exceeding 500 ltr but not exceeding 1000 ltrs, complete all as specified and directed by Engineer-in-Charge. |
| 52 | Cleaning and removing all scale and dirt, etc., from tanks and from mouths of circulating pipes of capacity exceeding 1000 ltr but not exceeding 2000 ltrs, complete all as specified and directed by Engineer-in-Charge. |
| 53 | Supply & Fixing in repair Framed work such as fencing angle, gratings etc., with ends of bars shouldered and/or riveted, or forget 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 by Engineer-in-Charge. |
| 54 | Supply & Fixing in repair Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured), complete all as specified and directed by Engineer-in-Charge. |
| 55 | Supply and fixing in repair galvanised steel punched tape concertina coil of 450mm dia (dia of coil when unstretched with weight 10 kg/ coil and average coverage area is 8 RM/coil) and fixed to angle iron post/ struts with 3.15mm dia GI wire or clips, complete all as specified and directed by Engineer-in-Charge. |
| 56 | Material and labour for preparation of old/new steel surfaces, of any description not otherwise described, and applying two coats of approved colour synthetic enamel paint, over a coat of red oxide primer, complete all as specified and directed by Engineer-in-Charge. |
| 57 | Material & Labour for preparation of old/new plastered surfaces of wall and applying two coat of cement based paint, complete all as specified and directed by Engineer-in-Charge. |
| 58 | Material & Labour for Cement concrete in foundations, filling and mass concrete type B-2 (1:2:4) 40mm graded aggregate, complete all as specified and directed by Engineer-in-Charge. |
| 59 | Demolition of cement concrete un-reinforced in ground floor and paving not exceeding 15cm thick (below or above ground level), complete all as specified and directed by Engineer-in-Charge. |
| 60 | Material and labour for providing and fixing stainless steel (grade 304) railing in repair made of hollow tubes,channels plates etc including welding buffing,polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts,bolts and hinges etc of required size on top of floor or the side of waist slab with suitaible arrangements including any other fitting fixture as required.complete all as specified and direcetd. |
| 61 | Taking down, dismantling, and removing existing roof treatment of any description from the terrace/roof surface down to the structural RCC slab level. The work shall include the careful removal of all layers of existing waterproofing and insulation systems, including but not limited to PCC padding, mud-phuska, lime concrete, cement mortar screed beds, waterproofing membranes (APP/SBS/liquid-applied), bituminous felt layers, and terrace/brick-bat coba tiles of all types and thicknesses. and completely sweeping, cleaning, and collecting all accumulated unserviceable debris, dust, and loose materials from the roof surface. All demolished unserviceable material shall be loaded, transported, and completely disposed of outside Defence Land to an authorized municipal dumping ground. Also includes thoroughly washing down the exposed RCC roof surface with water, scrubbing it clean of all residual bitumen, algae, or chemical traces, and preparing the surface perfectly clean, dry, and sound to receive a fresh roof treatment, complete all as specified and directed by the Engineer-in-Charge. |
| 62 | Material & Labour for 75 mm thick PCC 1:2:4 type B-0 using 12.5mm graded aggregate as in levelling course, complete all as specified and directed by Engineer-in-charge. |
| 63 | Material & Labour for rendering 15mm thick external surfaces on brick/concrete in CM 1:4 finished even and smooth without using extra cement with WPC 3% by wt of cement.Note:-WPC measured and paid separatly |
| 64 | Supply only Liquid water proofing compound complete all as specified and as directed. |
| 65 | Material & Labour for applying evenly a tack coat of industrial bitumen 85/25 at the rate of 1.2kg/m2 incl cleaning surface all as specified and directed |
| 66 | Material & Labour for APP Based Polymeric memberane minimum weighing 3 kg /sqm and minimum 3mm thick Reinforced with polyster non wove fabric (wt not less than 150 gms/ sqm) laid on primed surface by forced application complete all as specified and Directed by Eng-in- Charge |
| 67 | Material & Labour for cement concrete tiles 30cmX30cmX20cm thick(with grey cement & pigment) machine pressed set and jointed in neat cement slurry in floors/terrace and cut &polished over a screed of 10mm thick in cement mortar 1:6 complete all as specified & directed. |
| 68 | Supply and fixing in repair 150mm bore dia DWC(double wall corrugated) HDPE pipe, laid including all levelling complete all as specified and as directed by Engineer-in-Charge. |
| 69 | Supply and fixing in repair150mm DWC full coupler complete all a specified and directed by Engineer-in Charge |
| 70 | Cutting/ Chipping/ Dismantling of spall / loose damaged concrete from soffits of RCC slab / other RCC structural members in a controlled manner carefully by low impact high frequency hammer or by manual chipping without damaging the existing concrete upto good parent concrete to expose the existing reinforcement (direct hammering should be avoided) average thickness of 50-75 mm including cleaning the exposed surfaces by water jet pressure pump at 4 to 5 kg/ Sqcm pressure to remove chlorides and loose particles, air drying the surface etc for further treatment with & including all necessary tools, safety measures like helmet, safety belt, adequate labour insurance, scaffolding, etc. for height upto 15 metre from average ground level under the supervision of qualified supervisor (the damaged ceiling/ concrete shall only be measured) complete all as specified and as directed. |
| 71 | M&L for cleaning existing reinforcement bars with wire brush / rotary wire brush making the surface free from cement skin, loose particles, dirt, etc and applying rust remover/converter (Rebaklense RR of M/s Fosroc / Amandur of GK technocom or equivalent of Dr. Fixit / SIKA / Pidilite) over the corroded reinforcement bars where ever micro concreting is required and cleaning the same after application with & including all necessary tools, scaffolding, etc. for height upto 15 metre from average ground level complete all as specified and as directed. |
| 72 | M&L for applying Nitobond EP (2.5 Kg pack and coverage area 5.5 Sqm/ 4.5 Kg pack and coverage area 10 Sqm) epoxy bonding agent over the old concrete surfaces including the cost of all materials, scaffolding, brush etc. for height upto 15 metre from average ground level complete all as directed by the Engineer-in-Charge.Make: Fosroc or equivalent of Krishna Conchem / Dr. Fixit / SIKA / Pidilite / BASF / Sunanda / Asian as approved by GE. Please Enable Macros to View BoQ information |
| 73 | M&L for applying Nitobond EP (2.5 Kg pack and coverage area 5.5 Sqm/ 4.5 Kg pack and coverage area 10 Sqm) epoxy bonding agent over the old concrete surfaces including the cost of all materials, scaffolding, brush etc. for height upto 15 metre from average ground level complete all as directed by the Engineer-in-Charge.Make: Fosroc or equivalent of Krishna Conchem / Dr. Fixit / SIKA / Pidilite / BASF / Sunanda / Asian as approved by GE. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysNov 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 22 daysTender Documents
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