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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAdmitted-Finance | ₹2.1 L | L1 | Admitted-Finance |
| 2 | L2₹2.2 LAdmitted-Finance | ₹2.2 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RIDDHI ENTERPRISES L2 | SURESH KUMAR L1 |
|---|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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 soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 1.01 | All kinds of soil | 4 | Cum | 300 ₹1,200 | 270 ₹1,080 |
| 2.00Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : | |||||
| 2.01All kinds of soil | |||||
| 2.02 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 18 | Mtr | 350 ₹6,300 | 330 ₹5,940 |
| 3.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 3 | Cum | 200 ₹600 | 170 ₹510 |
| 4.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 4.01 | 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.6 | Cum | 7,100 ₹11,360 | 7,000 ₹11,200 |
| 4.02 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 1.7 | Cum | 6,200 ₹10,540 | 6,000 ₹10,200 |
| 5.00Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | |||||
Tender Value
₹2.0 L
EMD Value
₹4,090
Closing Date
27 Mar 2026, 6:00 pmClosed
EE(C), BSNL Civil Division, Jaipur
EE(C), BSNL Civil Division, Jaipur BSNL CIVIL DIVISION, R1- R3 Type-IV Quarters,C- scheme Colony, Jaipur.
Provision of one inspection chamber and Clearing of blocked sewerlines affected by tree roots in sanchar vihar colony malviya nagar Jaipur.
2026_BSNL_271736_1
65/EEC/BSNL/JP/2025-26
Open Tender
Civil Works
30 days
Jaipur
PLEASE REFER TENDER DOCUMENTS
4 documents required · 4 mandatory
₹590
Accounts Officer (Cash) O/o PGMTD, BSNL, JAIPUR
₹4,090
4 Apr 2026
17 Mar 2026
30 Mar 2026
17 Mar 2026
27 Mar 2026
17 Mar 2026
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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 soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
All kinds of soil
Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paid separately), including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 fine sand ) complete :
White sand stone slab
40 to 50 mm thick
Providing and fixing on wall face unplasticised Rigid PVC rain water/soil waste pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)Single socketed pipes.
160 mm diameter
12 mm cement plaster of mix :
1:6 (1 cement: 6 coarse sand)
15 mm cement plaster on rough side of single or half brick wall of mix :
1:6 (1 cement: 6 coarse sand)
Neat cement punning.
Cleaning of cholked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design:
150 mm diameter S.W. pipe
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
Rectangular shape 600x450 mm internal dimensions
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :
For pipes 100 to 250 mm diameter
Disposal of liquid sludge received from septic tank/manholes by diesel running vehicle mounting hydraulic operated high pressure suction machine fitted with pump having 3000 litres suction capacity tank including skilled operator, supervising engineer etc. to municipal dumping ground at a distance approximately 5.0 Km all complete as per direction of E-I-C.
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