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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹28.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹28.2 L+₹19,720.01 (0.70%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L2₹28.2 L+₹19,720.01 (0.70%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L3₹31.0 L+₹3.0 L (10.8%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹28.2 L
EMD Value
₹56,340
Closing Date
17 Aug 2026, 6:00 pmClosed
Executive Engineer
CHARISHARIEF
Development and Beautification of Water Mill park at Yousmarg
2026_PWDJK_320022_1
E_NIT_NO.19 OF 2026-27 DATED.07.08.2026
Open Tender
Civil Works
Percentage
60 days
Yousmarg
As per NIT
3 documents required · 3 mandatory
₹1,100
Executive Engineer RNB Division
₹56,340
19 Aug 2026
7 Aug 2026
18 Aug 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Upgradation of path from main gate of water mill park to Bailey Bridge No. 1 at Various spots. | |||||
| 2 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : | 5.57 | Cum | 592.9 | ₹3,302.45 |
| 3 | Demolishing /Dismentling of damged Tiles of path including stacking disposal of unserviceble material within 5kms and stacking of serviceble material at site as per direction of Engineer-incharge complete job. | 306.57 | Sqm | 57 | ₹17,474.49 |
| 4 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix). | 6.37 | Cum | 1,725.2 | ₹10,989.52 |
| 5 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 38.91 | Cum | 5,202.9 | ₹2,02,444.84 |
| 6 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 24.4 | Cum | 6,591.25 | ₹1,60,826.5 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 103.35 | Sqm | 286.35 | ₹29,594.27 |
| 8 | 12mm Cement plaster of mix:1 : 6 ( 1 cement : 6 fine sand) | 232.25 | Sqm | 266.2 | ₹61,824.95 |
| 9 | Providing and laying 25mm thick pre cast cement concrete interlocking tiles of M30 grade with water absorption not more than 6% and flexural strength not less than 3.5N/sq.mm over 30mm thick bed course of cement and sand mortar in 1:4 mix,including filling of joints with fine sand and compacting with plate vibrator a sper directions of EIC including all carriages and head load complete | 3,905 | Sft | 90 | ₹3,51,450 |
| 10 | Labour charges for laying 25mm thick pre cast cement concrete interlocking tiles of M30 grade with water absorption not more than 6% and flexural strength not less than 3.5N/sq.mm over 30mm thick bed course of cement and sand mortar in 1:4 mix,including filling of joints with fine sand and compacting with plate vibrator a sper directions of EIC including all carriages and head load complete | 1,650 | Sft | 23 | ₹37,950 |
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