Tender For Special Repairs To Drainage System Of 124 Inf Bde At Namkum Pocket, special Repairs For Improving Lightening Of Areas And Other Points At 1 (I) R&O Flt, Work Service For Improving Area Illumination At Morabadi And Special Repair To Childre
Tender Value
44.73 Lakhs
Estimated cost
Bid Submission
22 Jul 2026
8 days left
EMD
89460
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ranchi → Jharkhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repairs To Drainage System Of 124 Inf Bde At Namkum Pocket, special Repairs For Improving Lightening Of Areas And Other Points At 1 (I) R&O Flt, Work Service For Improving Area Illumination At Morabadi And Special Repair To Children Toilet Block At Saaps At Namkum Of Ranchi Mil Stn Under Ge Ranchi
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of brick work built in CM incl all quoins arches, pillars etc including removing the same where directed complete all as specified & directed . |
| 2 | M/L brick work with sub class B bricks built in CM 1:4 straight or curved exceeding 6m mean radius all as specified. |
| 3 | Description all as per ser item No 02 above but except bricks |
| 4 | Demolition of PCC of any description and in any position not otherwise specifically provided for drain etc including removing the same where directed complete all as directed by Engineer-in-Charge. |
| 5 | M&L cement concrete (1:4:8) type D2 using 40mm graded stone aggregate in fondation and mass concrete for manhole surface channels and drains |
| 6 | M&L PCC 1:3:6, type C2 using 40mm gd stone aggs as in fdn filling and mass concretre complete all as specified and directed |
| 7 | M/L PCC 1:2:4 type B0 using 12.5mm graded stone aggregate as in coping, bed etc including necessary use & waste of form work complete all as specified |
| 8 | M&L PCC 1:3:6 type C-1 using 20 mm graded stone aggregate as in surface channels and drains complete all as specfied and directed |
| 9 | Extra for forming fair finished drain or channels not exc. 30cm inner girth finished even and smooth with using extra cement complete all as specified and directed. |
| 10 | M/L 15mm thick rendering in CM 1:4 on fair faces of brick or concrete surfaces finished even and smooth complete all as specified & directed. |
| 11 | Demolition of reinforced cement concrete of any description in any position not otherwise described complete. |
| 12 | M&L for providing RCC 1:2:4 type B-1 (using 20mm graded aggregate)as in cover slab over drain, manhole cover, bafell wall etc set in CM 1:4 all as specified and directed |
| 13 | S/F MS TMT bars 10 mm dia and over for reinforcement etc, cut to length, bent to shape required including cranking, bending sprially for hopping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified & directed. |
| 14 | Description all as per ser item No 13.00 above but 6 to 8 mm dia . |
| 15 | Excavation in trenches n.exc 1.5 metres wide and n.exc 1.5 metres deep for for foundation etc for shafts, cesspits, manholes, laying of cable, foundation of poles, stay assembly etc n.exc 10 Sqm on plan and n. exc 1.5 metres in depth and getting out in any type of soil. |
| 16 | Returning filling in incl spreading leveling watering, well ramming in layers not etc 25 cm hard/dense soil |
| 17 | Removing excavated materials etc not exc 50 metres depositing where directed at a level of n.exc. 1.5 metres above the starting point |
| 18 | Demolition and breaking of SGSW or RCC drain/Soil pipes jointed in cement mortar and taking out from trenches if required internal diameter 150mm. |
| 19 | M&L PCC 1:3:6 and type C2 using 40mm graded stone agregate for concrete bed to drain pipes including packing under hunching against the sides of pipes after they laid and tested for 150mm dia pipes |
| 20 | S & F ultra Plus PE, DWC ( double wall corrugated) pipe confirming IS 16098 part II 2013, pertaining structured wall plastic pinning system for non pressure drainage and sewerage 150mm bore pipe and fitting with non smooth surface, type B complete all as specified and directed. |
| 21 | Cutting into existing manholes for connecting new drains making good to pipes and rendering, cutting existing benching for forming branch channel etc for 150mm pipes. |
| 22 | Cleaning of blockage of WCs , bath room, blockage of sewage pipe line any dia, manhole etc. as per day to day complain by rodding or by any meachanical cleaning equipment all as specified and directed by Engr in charge. (Note: Measurement will be taken from one manhole/gully trap to another manhole/gully trap) |
| 23 | Demolition and breaking up drain pipes 110/75mm size etc all as specified and directed by Engr in charge. |
| 24 | S&F 110mm dia, PVC (SWR) Pipes single socketed in any length with rubber rings joints land in trenches or floor and making good the surface all as specified and directed by the EIC. |
| 25 | S&F 110mm dia, PVC (SWR) Pipes single socketed in any length with rubber rings joints fixed to walls all as specified and directed by the EIC. |
| 26 | S&F 75mm dia, PVC (SWR) Pipes single socketed in any length with rubber rings joints fixed to walls all as specified and directed by the EIC. |
| 27 | S&F Stack clamp out of 50mm by 5mm flat iron and 16mm dia round iron stays for 75mm dia of pipe in repair,including bolts and nuts and securing ends of stays to wall or roof completed all as specified and directed |
| 28 | S&F PVC (SWR) vent cowl, 110 mm dia |
| 29 | S&F PVC (SWR) bend, 110 mm dia |
| 30 | S&F PVC (SWR) junction single, (Single T) equal or unequal 110mm dia |
| 31 | S&F PVC (SWR) bend, 75 mm dia |
| 32 | S&F PVC (SWR) junction single, (Single T) equal or unequal 75mm dia |
| 33 | M&L for laying bricks 'B' class over a cable (Width wise) old liad dried complete all as specified and directed. |
| 34 | M&L for sand cushioning with layer of sand 8cm thick before laying of cable and 10cm after laying of cable in trenches complete all as directed and sand cover to UG cable, complete all as specified and directed by Engr-in-Charge. Please Enable Macros to View BoQ information |
| 35 | M&L for sand cushioning with layer of sand 8cm thick before laying of cable and 10cm after laying of cable in trenches complete all as directed and sand cover to UG cable, complete all as specified and directed by Engr-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysJul 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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