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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical MUGALGARHI MAJRA FULRAI TEHSEEL SIKANDRARAO HATHRAS | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical GRAM GANDA KUNWAR PO AMODHA CHHAVNI DISTRICT BASTI UTTAR PRADESH | BASTI | BASTI | UTTAR PRADESH | 30300 | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical 201 MAJNAWAN FAIZABAD SADAR FAIZABAD 224001 | FAIZABAD | AYODHYA | UTTAR PRADESH | 224001 | Admitted-Fee/PreQual/Technical |
Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
5 Jun 2026, 3:00 pmClosed
Superintending Engineer
Office of the superintending Engineer 2nd Circle Irrigation Works Kanpur.
Kanpur Prakhand Nichali Ganga Nahar ke Pratham Upakhand ke Antargat Gram Gutaiya, Bannajakha me Padane Wale Vibhagiye bhoomi ke Suraksha hetu Pre-cast Boundary wall Lagane ka karya.
2026_UPIDC_1154746_1
11/S.E.-II/2026-27
Open Tender
Civil Works
90 days
Akabarpur Kanpur Dehat
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,800
₹2.5 L
Kanpur
5 Jun 2026
29 May 2026
5 Jun 2026
29 May 2026
5 Jun 2026
29 May 2026
30 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Removing of hedge, jhund, Jungle clearence from I.H. compound and also its disposal including all cost of labour, T&P etc. for proper completion of work as per directed by Engineer in charge. | 26,722 | Sqm | - | - | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. |
| 2 | Levellling with average 0.3 mtr cutting & filling of local earth with compaction on plot area as and where required etc as per directed by Engineer in charge. | 6,680.5 | Sqm | - | - | Construction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC ,and compacting with smooth wheels roller to achieve the desired density,complete as per technical Specification Clause 401. |
| 3 | Precast RCC boundary wall with precast RCC "H" shaped columns of size 300x250 mm and horizontal precast RCC stands of size 2.00 mtr long, 0.25 mtr wide and 0.08 mtr thickness, with G.I. barbed wire fencing 0.60 mtr high 0.60 mtr dia concertina coil supported in M.S. angle iron "Y" with G.I. barbed wire (considering including steel gate 6.00 m wide minimum 1 gate or every 500m length of boundary wall) including all cost of labour, T&P etc for proper completion of work as per directed by Engineer in charge. | 1,229.81 | Rm | - | - | Providing, laying, spreading and compacting stone aggregates of specific sized to water bound macadam (75 mm thick)specification including spreading in uniform thickness, hand packing, rolling with smooth wheel static roller 80-100 kn in stages to proper grade and camber, applying and brooming, crushable screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading II as per Technical Specification Clause 405. |
| 4 | Finishing walls with water proofing cement paint two coats of approved manufacturers such as Super Snowcem, Durrocem, Robiacem, Guttucem, supermen quality of required shade on uncoated wall surface (one coat) over one coat white cement primer to give even shades after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including curing and cost of all materials as per directed by Engineer in charge. | 4,919.24 | Sqm | - | - | Providing, laying, spreading and compacting stone aggregates of specific sized to water bound macadam (75 mm thick)specification including spreading in uniform thickness, hand packing, rolling with smooth wheel static roller 80-100 kn in stages to proper grade and camber, applying and brooming, crushable screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading III as per Technical Specification Clause 405. |
| 5 | Providing & fixing of ISI Marked New India Mark Il hand pump including bore depth upto 45 m using 110 mm/63 mm dia lowering PVC pipe of 6 kg/cm2 with all Cost of material labour T&P etc. All work Done As per U.P Jal nigam(Rural) Norms or as per directed by Engineer in charge. | 3 | Job | - | - | Providing and laying primer coat with bitumen emulsion ( SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical mrans as per Technical Specification Clause 502. |
| 6 | Horticulture Operations including 30 cm earth filling, grassing, tree plantations/shrubs and potted plants etc as per directed by Engineer in charge. | 13,361 | Sqm | - | - | Providing and laying primer coat with bitumen emulsion ( SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical mrans as per Technical Specification Clause 502. |
| 7 | Supply and Fixing Retro reflective sign Board are made of 2mm thick ACP sheet to be fully covered with enginurs, grade Retro Reflective as per colour required by I/O. The retro reflective sheet shall be processed on base aluminium leased as per reccommendation. Text and sign. Text and sign symbols will be computerized and fabricated on N.T. grade. The sheet with lives of extra frame of angle iron 32x32x3 mm duly painted. One a two posts of M.S. heavy duty steel pipe 1½" 3000mm long, Retro reflective sign Board double side size (Size 5'x4') as per directed by Engineer in charge. | 3 | Nos | - | - | Providing and laying primer coat with bitumen emulsion ( SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical mrans as per Technical Specification Clause 502. |
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