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Tender Value
Refer Docs
EMD Value
₹3.0 L
Closing Date
17 Aug 2026, 4:00 pm
EE MI Haridwar
EE MI Haridwar
CONSTRUCTION OF PROPOSED AMENITIES CENTER AT ULHERA MOD, GURUKUL NARSAN,PURQUAZI, UTTARAKHAND.
2026_MI_98006_1
MI _HDR _415_18.07.2026
Open Tender
Civil Works - Buildings
Fixed-rate
360 days
Gurukul Narshan
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Yes
As per Tender notice
₹3.0 L
Yes
AS PER Tender Notice
23 Jul 2026
23 Jul 2026
18 Aug 2026
23 Jul 2026
17 Aug 2026
27 Jul 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | 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. | 221.76 | Cu.m | 167.53 | ₹37,151.45 |
| 1.02 | Diluting and injecting chemical emulsion for POST - CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 330 | Sq.m | 292.63 | ₹96,567.9 |
| 1.03 | 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 upto 1.5 m. | 247.5 | Cu.m | 184.99 | ₹45,785.03 |
| 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 42.4 | Cu.m | 6,429.23 | ₹2,72,599.35 |
| 1.05 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) (DPC) | 46 | Sq.m | 467.89 | ₹21,522.94 |
| 1.06 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1 . 7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | 46 | Cu.m | 137.94 | ₹6,345.24 |
| 1.07 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 54.2 | Sq.m | 707.2 | ₹38,330.24 |
| 1.08 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).All works upto plinth level | 43.08 | cum | 8,970.68 | ₹3,86,456.89 |
| 1.09 | All works above plinth level upto floor V level | 35.19 | Cu.m | 9,306.34 | ₹3,27,490.1 |
| 1.1 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 405.99 | Sq.m | 370.72 | ₹1,50,508.61 |
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