Tender For Name Of Work : special Repair To 2 Nos Lift Well Pumping Stations And Connected Main Sewage Network To Hq Armd Bgde Under Ge (A) At Jaisalmer Mil Station
Tender Value
1.25 Crore
Estimated cost
Bid Submission
03 Nov 2026
16 days left
EMD
2.01 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaisalmer → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Name Of Work : special Repair To 2 Nos Lift Well Pumping Stations And Connected Main Sewage Network To Hq Armd Bgde Under Ge (A) At Jaisalmer Mil Station
BOQ
| Sl. No. | Item Description |
| 1 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out hard/dense soil. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated ordinary rock and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 3 | Excavating in trenches by mechanical means (Hydraulic excavator) n.exc 1.50 m wide & exc 1.50 m depth n. exc 3.00 in depth and n.exc 10sqm on plan for foundation or manhole. and getting out in soft/disintegrated rock including existing unserviceable sewage line all as specified. |
| 4 | Excavating in trenches by mechanical means (Hydraulic excavator) n.exc 1.50 m wide & exc 1.50 m depth n.exc 3.00 m in depth n.exc 10sqm on plan for foundation or manhole. and getting out in hard rock including existing unserviceable sewage line all as specified. |
| 5 | Demolition of cement concrete (unreinforced) of any description & in any position not otherwise specifically provided for such as concrete bed of SWG pipe line including demolition of SWG pipes line including demolition of embedded pipes etc and including removal of debris to a distance exc 1.5 Km but n. exc 5 Km.complete all as specified. |
| 6 | M&L for 150 mm bore reinforced concrete hume pipes, class NP2, laid and jointed with collars complete. |
| 7 | M&L for 200 mm bore reinforced concrete hume pipes, class NP2, laid and jointed with collars complete. |
| 8 | M&L for 300 mm bore reinforced concrete hume pipes, class NP2, laid and jointed with collars complete. |
| 9 | M & L for PCC 1:4:8 using 20mm graded stone aggregate as in bedding including haunching & packing under and against the side of pipe 150 mm bore, after they are laid and tested complete all as specified and directed. |
| 10 | M & L for PCC 1:4:8 using 20 mm graded stone aggregate as in bedding including haunching & packing under and against the side of pipe 200 mm bore, after they are laid and tested complete all as specified and directed. |
| 11 | M & L for PCC 1:4:8 using 20 mm graded stone aggregate as in bedding including haunching & packing under and against the side of pipe 300 mm bore, after they are laid and tested complete all as specified and directed. |
| 12 | Removing excavated material to a distance exc 50m but n.exc 100 m and depositing where directed at a level n.exc 1.50m from starting point complete all as specified and as directed by Enginneer in charge. |
| 13 | Returning filling in including spreading leveling and well ramming in layers n.exc 25 cm thick complete all as specified and as directed by Enginneer in charge. |
| 14 | Demolition of stone masonry/block masonry including coping built in cement mortar including all quoins, arches, pillars etc complete all as specified and as directed by Enginneer in charge |
| 15 | M & L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified & directed by Engineer-in-charge. |
| 16 | Material and labour for 15 mm thick rendering in cement mortar 1:4 on fair faces of stone masory surfaces or concrete surfaces finished even and smooth without using extra cement. |
| 17 | Taking down cement plaster of any description wall and ceiling etc. including raking out joints, hacking for key, scrubbing down with water, etc.complete all as specified and directed. |
| 18 | Demolition of cement Concrete in ground floors and pavings n exceeding 15 cm thickness (below or above ground level) removing the debries out side from MoD land complete all as specified and as directed by Engineer-in-Charge. |
| 19 | M & L for PCC 1:4:8, type D-2 (using 40mm graded trap stone aggregate) as in foundation, (For Man holes, septic tank etc) complete all as specified and as directed by Enginneer in charge. |
| 20 | M & L for Cement concrete (1:2:4) type B0 with 12.50 mm graded stone aggregate as in benching all as specified and as directed by Engr-in-Charge |
| 21 | Extra for forming fair finished channel or drain 30cm inner girth in cement concrete using extra cement including mitred/stopped ends, forms mould etc, complete all as specified and as directed by Enginneer in charge |
| 22 | M&L for 100mm thick PCC 1:3:6 type C2 (using 40mm graded agg) as in floor incl finishing even & smooth without using extra cement complete all as specified and directed. |
| 23 | M&L for rubber moulded supplying and laying 80mm thick factory made chamfered edge cement concrete paver block of M-25 grade with approved colour, design & pattern as in footpath,parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand,compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed.Note: colour and design as approved by GE |
| 24 | M & L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete all as specified. |
| 25 | M & L for Providing precast cement concrete as in copings apex, stones, frames for top of manholes etc all as specified set in CM 1:4 type B1 1:2:4 with 20 mm graded aggregate complete all as specified and as directed by Engineer-in-Charge. |
| 26 | M & L for Jodhpur stone roof slabs, self faced 7.5cm to 10cm thick, 25cm to 35cm wide, hoisted and set, jointed and grouted in cement mortar 1:3 including demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar complete all as specifies and as directed. |
| 27 | S&F in repair 1000 x 1000 mm rectangular Heavy Duty Composite FRP (Fibre reinforced polymer) manhole covers with frame for inspection chamber / manhole and other required places including fix to floor with cement concrete complete all as specified and directed by Engineer-in-charge. |
| 28 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by engineer-In-Charge. |
| 29 | M & L Framed work such as grills, gratings, etc.. with ends of bars houldered 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 con- forming to Fe.290.Gde-E-165 Please Enable Macros to View BoQ information |
| 30 | M & L Framed work such as grills, gratings, etc.. with ends of bars houldered 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 con- forming to Fe.290.Gde-E-165 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender