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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹8.3 CrAccepted-AOC CHANDAULI | UTTAR PRADESH | 221009 | ₹8.3 Cr | L-1 | Accepted-AOC 04SE2025-26 |
| 2 | L-2₹8.5 CrRejected-Finance PLOT NO 63 PAHADIYAN DISTRICT VARANASI UTTAR PRADESH | VARANASI | UTTAR PRADESH | 221001 | ₹8.5 Cr | L-2 | Rejected-Finance L-2 |
| 3 | Rejected-Technical B 62 TEZ KUMAR PLAZA TRILOKI NATH ROAD HAZRATGANJ LUCKNOW UTTAR PRADESH 226001 UDYAM UP 50 0055899 | LUCKNOW | UTTAR PRADESH | 226001 | - | - | Rejected-Technical As per clause 8.03 (3a) and (3b). |
| Sl No | Description | Qty | Unit | S.P.R.U INFRATECH PRIVATE LIMITED L2 | ARVIND KUMAR SINGH L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in making diversion including all lead & lift, with manual compaction and dressing to profile. | 2,385.93 | M3 | 247 ₹5.9 L | 240 ₹5.7 L |
| 2.00 | Constructing stopper/ safety wall for safe traffic movement & giving proper direction to the moving vechicles with S.O.B. brick in mud mortar including cost of all material, labour and T&P etc. required for proper completion of the work. | 42.3 | M3 | 3,900 ₹1.6 L | 4,300 ₹1.8 L |
| 3.00 | Cement plaster in 1:6 C.M. Upto 12mm thick with local sand on brick masonary of stopper wall including cost of all material, labour, T&P etc. required for proper completion of the work. | 225.12 | M2 | 197 ₹44,348.64 | 210 ₹47,275.20 |
| 4.00 | Earth work in excavation of foundation in all type of soil with all lead, lift & proper disposal of earth and back filling etc. required for proper completion of the work. | 5,527.72 | M3 | 78 ₹4.3 L | 85 ₹4.7 L |
| 5.00 | Centering & shuttering for C.C. Work including cost of materials. | 3,970.68 | M2 | 398 ₹15.8 L | 400 ₹15.9 L |
| 6.00 | Centering & shuttering for R.C.C. Work including cost of materials, upto 3M Span | 347.92 | M2 | 897 ₹3.1 L | 1,000 ₹3.5 L |
| 7.00 | Laying P.C.C. in 1:3:6 in foundation crushed stone grit (20 to 40 MM size) & coarse sand having F.M. not less than 2.0 including cost of all material, labour and T&P etc. required for proper completion of the work. | 1,020.31 | M3 | 8,931 ₹91.1 L | 8,900 ₹90.8 L |
| 8.00 | Laying C.C. in 1:2:4 with crushed Stone grit (10 to 20 MM size) & coarse sand having F.M. not less than 2.0 including cost of all material, labour and T&P etc. required for proper completion of the work. | 653.15 | M3 | 9,599 ₹62.7 L | 9,600 ₹62.7 L |
| 9.00 | Laying R.C.C. in M-25 in wall, slab & bed block with stone grit (10 to 20 MM size) and coarse sand having F.M. not less than 2.0 etc. including cost of all material, Labour and T&P etc. required for proper completion of the work. | 602.42 | M3 | 10,000 ₹60.2 L | 10,000 ₹60.2 L |
| 10.00 | Double flat brick lining with 1:3 C.M. with 8 mm thick sand-witched plaster (Ist class bricks and coarse sand having F.M. not less than 2.0) including cost of all material, labour and T&P etc. required for proper completion of the work. | 773.85 | M2 | 1,250 ₹9.7 L | 1,090 ₹8.4 L |
Tender Value
₹8.6 Cr
EMD Value
₹17.2 L
Closing Date
11 Nov 2025, 2:00 pmClosed
OFFICE Superintending Engineer XVth Circle, Irrig
OFFICE Superintending Engineer XVth Circle, Irrigation Gonda
Section improvement of Dhanaipatti Dy. system and construction of 6 no box culverts, 2 no syphon, 3 no V.R.B and pucca structures construction work
2025_UPIDC_1088232_1
05/SE/2025-26 SNK1 GONDA
Open Tender
Civil Works
365 days
Section improvement of Dhanaipatti Dy. system and
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,054
₹17.2 L
Yes
OFFICE Superintending Engineer XVth Circle, Irrig
30 Dec 2025
4 Nov 2025
11 Nov 2025
4 Nov 2025
11 Nov 2025
4 Nov 2025
6 Nov 2025
Amount
Earth work in making diversion including all lead & lift, with manual compaction and dressing to profile.
Constructing stopper/ safety wall for safe traffic movement & giving proper direction to the moving vechicles with S.O.B. brick in mud mortar including cost of all material, labour and T&P etc. required for proper completion of the work.
Cement plaster in 1:6 C.M. Upto 12mm thick with local sand on brick masonary of stopper wall including cost of all material, labour, T&P etc. required for proper completion of the work.
Earth work in excavation of foundation in all type of soil with all lead, lift & proper disposal of earth and back filling etc. required for proper completion of the work.
Centering & shuttering for C.C. Work including cost of materials.
Centering & shuttering for R.C.C. Work including cost of materials, upto 3M Span
Laying P.C.C. in 1:3:6 in foundation crushed stone grit (20 to 40 MM size) & coarse sand having F.M. not less than 2.0 including cost of all material, labour and T&P etc. required for proper completion of the work.
Laying C.C. in 1:2:4 with crushed Stone grit (10 to 20 MM size) & coarse sand having F.M. not less than 2.0 including cost of all material, labour and T&P etc. required for proper completion of the work.
Laying R.C.C. in M-25 in wall, slab & bed block with stone grit (10 to 20 MM size) and coarse sand having F.M. not less than 2.0 etc. including cost of all material, Labour and T&P etc. required for proper completion of the work.
Double flat brick lining with 1:3 C.M. with 8 mm thick sand-witched plaster (Ist class bricks and coarse sand having F.M. not less than 2.0) including cost of all material, labour and T&P etc. required for proper completion of the work.
1st class brick work in 1:4 C.M. with 1st class brick & coarse sand having F.M. not less than 2.0, including cost of all material, labour and T&P etc. required for proper completion of the work.
B.O.E lining with 1:3 cement mortar with 8 mm thick sand-witched plaster (Ist class bricks and coarse sand having F.M. not less than 2.0) including cost of all material, labour and T&P etc. required for proper completion of the work.
S/F of 4"dia drainage spout pipe including cost of material, labour & T&P required for proper completion of the work.
Cutting, bending, binding and placing steel reinforcement including cost of binding wire and cost of steel, labour,T&P etc. required for proper completion of the work.
E/W In excavation for correcting of internal section & removing Diversion with all type of soil including all lead & lift , manual compaction for complete work
Laying C.C. in M-25 in Wearing Coat (75mm thick) with crushed Stone grit (4.75 to 10 mm size) & coarse sand having F.M. not less than 2.0 including cost of all material, labour and T&P etc. required for proper completion of the work.
Providing, laying, spreading and compacting stone aggregates of 22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller applying and brooming, screening Type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Construction of un-reinforced, plain cement concrete pavement,thikness as per design, over a prepared sub base with 43 grade cement or as per clause 1501.2.2 M30@ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity appropriate weight batcher using approved mix design,laid in approved fixed side formwork(steel channel,laying and fixing of 125 micron thick polythene film,wedges ,steel plate including leweling the form work as per drawing),spreading the concrete with shovels,rakes,compacted using needle,screed and plate vibrators and finished in continious oparation including provision of contraction and expansion, construction joints and construction joints,admixtures as approved,curing of concrete slabs for 14 days,curing compound(where specified) and water finishing to lines and grades as per drawing and technical specification Clause 1501 in Lanes of City Portion.
Deep struck cement pointing in 1:2 CM with cement coarse sand having F.M. not less than 2.0 including cost of all material, labour and T&P etc. required for proper completion of the work.
Supply & Laying of Local sand including cost material, labour and T&P etc. required for proper completion of the work.
Supply & Laying 100 mm thick gravel (10-40 mm) including cost of all material, labour and T&P etc. required for proper completion of the work.
Supply & Laying stone boulder 40-60 kg including cost of all material, carriage upto site, loading unloadig, stacking etc. required for proper completion of the work.
Supplying & Laying LDPE film to 200 micron (IS 2508-1984) on transverse sleeper and subgrade including jointing of LDPE film as per specification including all laed , lift and cost all construction material , jointing etc
Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in raods/pavements all complete as per direction of the Engineer-in-charge.
Laying and fixing in position and alignment including cost of RCC hume pipe NP-3 (1200MM dia), loading, unloading, carriage, labour, T&P etc. required for proper completion of the work.
Boring with 15 cm casing pipe including lowering of assembly and extracting casing pipe with contractors T& P and equipment up to 30 m.
Hiring diesel pump 5.0 HP including operator and P.O.L. for running hours
Jungle clearance work including cost of Labour, T&P etc required for proper completion of the work.
Earth work in correcting canal section including all lead & lift, manual compaction and dressing to profile as per ID specification/Direction of engineer in charge with all cost of labour and T&P etc.
Earth work in filling for strengthening of bank/cushion/constructing ramp in all type of soil including all lead & lift, manual compaction and dressing to profile as per ID specification/Direction of engineer in charge with cost of labour and T&P etc.
Laying and fixing in position and alignment including cost of RCC hume pipe NP-3 (150MMdia), loading, unloading, carriage, labour, T&P etc. required for proper completion of the work.
Supply & fixing of 20MM thick joint filler board including cost material, labour and T&P etc. required for proper completion of the work.
Dry B.O.E with SOB including preparation of sub-grade and filling joints with local sand including cost of all material, labour and T&P etc. required for proper completion of the work.
fabrication, supply and erection of structural steel vertical gates with embedded parts as per IS:4622 with skin plates stiffeners, side guides, embedded parts with Temporary jigs & fixtures, locking arrangements etc. including cost of material, labour etc. complete with proper completion of work.
Providing and fixing of spindle rod 50 mm dia of EN8 (high carbon) steel with turning & threading including cost of material, labour etc. complete with proper completion of work.
Providing and fixing of thrust bearing including cost of material, labour etc. complete with proper completion of work.
Providing 2nd stage cement concreting 1:1:2 with graded metal of maximum size 20 mm in gate groove and sill beam after fixing and alignment of vertical gates with embedded parts including cost of material, labour for shuttering, mixing, laying, scaffolding consolidating, curing, cleaning & finishing / chipping as required including all lead and lift with proper completion of work.
Side rubber seal as per IS code 11855 by removing old damaged side rubber seal from gate, scraping & cleaning surface, making holes feeding and clamping the M.S plate by new counters sunk head high tensile bolts, nuts and washer, making adjustment as per requirement of site including of cost of all material labour and T&P required for proper completion of work.
Oiling & Greasing steel regulator gate including cleaning of spindle rod, chuck nut and locking system, with mobile oil, grease, kerosene, cotton, labour T&P etc.
Painting of gates and appurtenances by applying 1 coat of red oxide zinc chromate primer and 2 coat of high build black bituminous paint of standard make after proper cleaning, scraping the surface including cost of material, all material, labour T&P and scaffolding bridges with proper safety arrangement as required for proper completion of work.
S.P.R.U INFRATECH PRIVATE LIMITED (BID ID -5658971)
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