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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical as per technical bid |
| 2 | Accepted-Technical | Accepted-Technical as per technical bid |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-as per bidder request |
Tender Value
₹79.7 L
EMD Value
₹1.6 L
Closing Date
16 Apr 2026, 3:00 pmClosed
EXECUTIVE ENGINEER BUNDELKHAND 01 UPAVP JHANSI
OFFICE OF THE E.E.. C.D. BUNDELKHAND B -1 JHANSI
CONSTRUCTION OF TYPE 2 RESIDENCE 04 NOS AT G.I.T.I. MAHRONI LALITPUR
2026_UPHDB_1128471_1
416/AC-9/04 DATE 10.03.2026 SI 4
Open Tender
Civil Works
180 days
G.I.T.I. MAHRONI LALITPUR
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,540
EXECUTIVE ENGINEER CD BUNDELKHAND 01 UPAVP JHANSI
₹1.6 L
30 Apr 2026
20 Mar 2026
16 Apr 2026
20 Mar 2026
16 Apr 2026
20 Mar 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 |
|---|---|---|---|---|---|
| 1Earth 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. | |||||
| 2Earth 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.1.50 M to 3.00 M | |||||
| 3Excavating. Supplying, stacking and filling of local earth (including roylaty) by mechhanical transport upto a lead of 5 km. also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation | |||||
| 4Sand Filling- Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | |||||
| 5Providing 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) | |||||
| 6Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm. | |||||
| 7Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | |||||
| 8Providing and laying in position specified grade of reinforced cement concrete in foundaction , excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominalsize derived from natural sources) | |||||
| 9Brick work with bricks of class designation 150 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | |||||
| 10Brick work with class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) | |||||
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