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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Fee/PreQual/Technical/Finance | -43.41% | ₹1.1 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.2 Cr+₹4.5 L (4.06%)Admitted-Fee/PreQual/Technical/Finance | -41.11% | ₹1.2 Cr+₹4.5 L (4.06%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.2 Cr+₹8.5 L (7.60%)Admitted-Fee/PreQual/Technical/Finance | -39.11% | ₹1.2 Cr+₹8.5 L (7.60%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹1.2 Cr+₹10.5 L (9.38%)Admitted-Fee/PreQual/Technical/Finance | -38.10% | ₹1.2 Cr+₹10.5 L (9.38%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹1.2 Cr+₹10.7 L (9.56%)Admitted-Fee/PreQual/Technical/Finance | -38.00% | ₹1.2 Cr+₹10.7 L (9.56%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
18 Sept 2026, 6:00 pmClosed
EXECUTIVE ENGINEER RandB LOLAB
EXECUTIVE ENGINEER RandB LOLAB
Upgradation of Road at Halka Moori Village Moorie, Cherizab Bamliwali Kalaroos, Lolab.
2026_PWDJK_323704_1
NIT 32
Open Tender
Civil Works
Item Rate
60 days
Lolab
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,600
Executive enginner RnB Lolab
₹4.0 L
19 Sept 2026
7 Sept 2026
19 Sept 2026
7 Sept 2026
18 Sept 2026
7 Sept 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 |
|---|---|---|---|---|---|
| 1 | Part A Earth Work:
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and
disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : | 3,962.6 | Cum | 256.85 | ₹10,17,793.81 |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 Hard Rock (Blasting Prohibited) | 1,047.2 | Cum | 1,128.75 | ₹11,82,027 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 900.25 | Cum | 218.4 | ₹1,96,613.73 |
| 4 | Part B Road part:
P/L GSB incl spreading, compacting by 8-10 ton road roller incl carriage of material from source to site of work, Specifications as per MoRTH clause 401 | 1,125 | Cum | 1,000 | ₹11,25,000 |
| 5 | Providing & Laying water bound macadam with specifiedstone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete including cost stone aggregate, screenings, kankar, moorum etc. complete job Base course with 63 mm to 45 mm size with stone screenings 13.2
mm size incl all carriages of material all complete job | 562.5 | Cum | 2,800 | ₹15,75,000 |
| 6 | Part C R Wall:
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and
disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : | 75 | Cum | 256.85 | ₹19,263.75 |
| 7 | Providing and laying of stonesoling (Hand Packed)including ramming, dressing and watering all complete.(Incl. all sorts of carriage) | 10 | Cum | 1,000 | ₹10,000 |
| 8 | Providingand 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: 8 graded stone aggregate
40mm nominal) crushed. | 10 | Cum | 5,202.9 | ₹52,029 |
| 9 | 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) | 167.55 | Cum | 6,591.25 | ₹11,04,363.94 |
| 10 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications. incl cost of materials, labour, HOM complete as per specification | 145 | no | 250 | ₹36,250 |
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