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| Sl No | Description | Qty | Unit | M HUSSAIN L2 | M Haskar L1 |
|---|---|---|---|---|---|
| 1.00DRINKING WATER PROJECT-COMPLETION | |||||
| 1.00 | 18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | 10,000 | Litre | 15 ₹1,50,000 | 11.16 ₹1,11,600 Lowest |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 3.89 | cum | 250 ₹972 | 236.63 ₹920.02 Lowest |
| 1.00 | OD235486/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 3.89 | cum | 3,800 ₹14,774.4 | 3,668.07 ₹14,261.46 Lowest |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 10.24 | cum | 7,800 ₹79,872 | 7,663.65 ₹78,475.78 Lowest |
| 1.00 | 4.1.3: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 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.56 | cum | 8,600 ₹30,616 | 8,483.41 ₹30,200.94 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 2.04 | sqm | 360 ₹734.4 | 354.69 ₹723.57 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 147.9 | kilogram | 120 ₹17,748 | 103.26 ₹15,272.15 Lowest |
| 1.01 | 50.18.9.6.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 10Kgf/cm2 | 355 | metre | 320 ₹1,13,600 | 303.55 ₹1,07,760.25 Lowest |
| 1.01 | 18.12.4:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work32 mm dia nominal bore | 50 | metre | 560 ₹28,000 | 527.18 ₹26,359 Lowest |
Tender Value
Refer Docs
EMD Value
₹10,100
Closing Date
6 Nov 2025, 10:00 amClosed
Assistant Engineer
Assistant Engineer Municipal Office Perinthalmanna
Annual Plan-2025-26-PROJECT NO 525- OLIKARAMALA DRINKING WATER S C H E M E W A R D 1 6 A T PERINTHALMANNA MUNICIPALITY General Civil Work
2025_LSGD_817842_2
10/ME/LIDandEW/PMNA/ET/2025-26
Open Tender
Civil Works - Water Works
Item Rate
180 days
Perinthalmanna
Please refer Tender documents.
10 documents required · 10 mandatory
₹895
₹10,100
6 Jul 2026
1 Nov 2025
7 Nov 2025
1 Nov 2025
6 Nov 2025
1 Nov 2025
Amount
DRINKING WATER PROJECT-COMPLETION
18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
OD235486/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
4.1.3: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 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
50.18.9.6.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 10Kgf/cm2
18.12.4:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work32 mm dia nominal bore
18.17.2:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore
18.19.4.1:Providing and fixing gun metal non-return valve of approved quality (screwed end): 50 mm nominal boreHorizontal
18.51.1:Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore
M HUSSAIN (BID ID -2430318)
Bidder Name
M HUSSAIN
M Haskar
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