Tender For Special Repair To Sewage Line And Manholes At Various Locations At Jaisalmer Mil Stn
Tender Value
48 Lakhs
Estimated cost
Bid Submission
14 Nov 2026
13 days left
EMD
96000
Bank guarantee accepted
Document Fee
500
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 Special Repair To Sewage Line And Manholes At Various Locations At Jaisalmer Mil Stn
BOQ
| Sl. No. | Item Description |
| 1 | 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 oridanary rock and disposal of surplus excavated soil as directed, within a lead of 50 m. complete all as specified. |
| 2 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for an removing the debries outside from MoD land complete all as specified and as directed by Enginneer in charge |
| 3 | S&F RCC pipe class NP-2 ISI marked laid to slope in trenches jointed and tested complete with collars for 150 mm dia pipe including Cement concrete 1:3:6, type C-2 (using 40mm graded crushed stone agg) as in bed to drain pipe including packing under and haunching against the sides of pipes after they are laid and tested for 150 mm Bore dia including demolition of concrete of any description and breaking of pipecomplete all as specified and directed by Engineer - in - Charge. |
| 4 | S&F RCC pipe class NP-2 ISI marked laid to slope in trenches jointed and tested complete with collars for 200 mm dia pipe including Cement concrete 1:3:6, type C-2 (using 40mm graded crushed stone agg) as in bed to drain pipe including packing under and haunching against the sides of pipes after they are laid and tested for 200 mm Bore dia including demolition of concrete of any description and breaking of pipe complete all as specified and directed by Engineer - in - Charge. |
| 5 | 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. |
| 6 | 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. |
| 7 | 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 |
| 8 | 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. |
| 9 | All as item No 8 but except Block all as specified. |
| 10 | M & L for rendering 15mm thick in CM (1:4) on stone, block masonry or concrete surfaces finished fair and even and smooth with out using extra cement complete all as specified and as directed by Engineer -in-Charge. |
| 11 | Taking down cement plaster in cement or cement lime mortar on brick or concrete walls etc. including raking out joints, hacking for key, scrubbing down with water etc, Including removal of debries out side of MoD land complete all as specified and as directed. |
| 12 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for an removing the debries outside from MoD land complete all as specified and as directed by Enginneer in charge |
| 13 | 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. |
| 14 | M & L for Cement concrete 1:2:4, type B-1 (using 20mm graded crushed stone aggregate) as in benching and forming channel inside manholes for section of pipe 100mm, 150mm or 200mm including finished smooth and even using extra cement complete all as specified and as directed by Enginneer in charge. |
| 15 | M& L plain cement concrete 1:2:4 type B 1 using 20mm graded stone agregate cast in situ kerb stone ,copings, bed plates ,water through and the like including wethering, slightly rounded or chamfered angles and throating including use of form work (straight or curved ) set in CM 1:4 complete all as specified and as directed by Enginneer in charge |
| 16 | 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 |
| 17 | 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. |
| 18 | M&L for in repair PVC (SWR) gully trap of 125/100mm setting and jointing with slovent cement complete all as specified and as directed by Enginneer in charge. |
| 19 | Cleaning of choked sewage line 150 mm bore by mechanically and well flushing with water, taking out waste materials any quantity and depositing where directed including covering the same with at least 30cm thick layer of soil all as directed by Engineer-in-Charge.( Note: choked Sewage should be cleaned mechanically , Not by using rodding or bamboo strips ) |
| 20 | Cleaning of manholes n. exc. 1.5m deep by means of removing the silt, sludge, etc & bailing out water complete manually or mechanically and removing the same out side of MoD land all as directed by Engg-in-Charge. |
| 21 | Cleaning or manholes exc 1.5m deep by means of removing the silt, sludge, etc out side of MoD land & bailing out foul water complete by mechanically means and covering of the same with soil, not less than 30 cm thick layer and making good all excavated site as required complete all as specified and directed by Engineer-in-charge. |
| 22 | Cleaning of gully trap in any size means of removing the silt, sludge up to 1st manhole chamber complete manually or mechanically and removing the same out side MoD land all as directed by Eng-in-Charge. |
| 23 | Cleaning of septic tank, man holes and inspection chamber etc. by means of removing the silt, sludge, excreta etc. or other materials, manually or mechanically and depositing the same, where directed at a distance not exceeding 150m including excavation of pits of required size to accommodate the foul materials taken out from septic tank, manholes, soakage pits and covering of the same with soil, not less than 30cm thick layer and making good all excavated site all as specified and directedNote for item No. 1.00 :- (i) Depth of silt, sludge, excreta, etc shall only be measured and paid. (ii) Dewatering/pumping out of foul water shall be measured and paid separately. |
| 24 | 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. |
| 25 | Surface dressing around septic tank/filter bed ,soak well within fencing n.exc 15 cm deep in hard/ dense soil including cleaning away all grass, vegitations , saplings,shrubs,bushes,weed under growth, roots, trees n.exc 30cm girth etc and removing rubbish to a distance 50m and depositing where directed complete all as directed by Engr-In - charge. |
| 26 | Grubbing up tree trunk n .exc 30cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance outside of MoD land and clearing site. |
| 27 | M&L for cement concrete 1:4:8, type D-2, using 40 mm graded stone aggregate, as in Sub base for floor complete all as specified and as directd by Engineer -in-Charge. |
| 28 | M&L for 75mm thick PCC 1:3:6 type B2 (using 40mm graded agg) as in floor incl finishing even & smooth without using extra cement complete all as specified and directed. |
| 29 | S & F for rubber moulded Chequered cement concrete tiles 300mmX300mm X25mm thk with grey cement and pigments,set jointed in neat cement slurry as in floors/path etc over and including 15mm thk screed bed in CM 1:4 complete all as specified and as directed by Enginneer in charge |
| 30 | Material & Labour for ceramic out door tiles 400mx400mx10mmm thick digital design set, jointed and pointed in neat cement slurry as in floors with grey cement over & including over screed bed or bedding layer of mortar 15 mm thick Cement Mortar 1:6 . Note : Work will be in patches or in bulk |
| 31 | M & L for Machine pressed precast concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-25 Grade with grey cement and pigment laid over and including 25mm thick sand cushioning complete all as specified & directed by Engineer-in-charge. Note :- (i) Pattern of interlocking tile to be rubber moulded or equivalent as approved by GE. (ii) Rate quoted by the contractor shall deemed inclusive of PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) packing and finished even and fair to the sides of pavement. 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 · 13 daysNov 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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