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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹33.7 LAdmitted-Finance | -15.33% | ₹33.7 L | L1 | Admitted-Finance |
| 2 | L2₹35.2 LAdmitted-Finance | -11.56% | ₹35.2 L | L2 | Admitted-Finance |
| 3 | L3₹36.5 LAdmitted-Finance | -8.21% | ₹36.5 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Technically Not Qualified |
Tender Value
₹39.8 L
EMD Value
₹79,620
Closing Date
19 Jan 2026, 6:00 pmClosed
EXECUTIVE ENGINEER W.D.S.C PS UMRAIN
EXECUTIVE ENGINEER W.D.S.C PS UMRAIN
Construction of Recharge shaft and Talai renovation work nirman in MJSA 2.0 Phase II in block Thanagazi (Package No. 01)
2026_WDSC_526338_1
NIT No. 01/2025-26 Block Thanagazi Package No. 01
Open Tender
Civil Works
120 days
Thanagazi
Scanned copy of e-grass challan of TD Cost, Bid security declaration, and tender processing fees (e-procurement process fees), With TD along with Annexures
2 documents required · 2 mandatory
₹500
SE and PM WCDC ALWAR DDO-28589
₹79,620
Yes
EXECUTIVE ENGINEER W.D.S.C PS UMRAIN
27 Jan 2026
9 Jan 2026
20 Jan 2026
9 Jan 2026
19 Jan 2026
9 Jan 2026
15 Jan 2026
जंगल की सफाई, भारी झाडि़यों तथा 30 सेमी लपेट तक के पौधों को काटने समेत।
डागबेलिंग करना 5 सेमी. से 7.5 सेमी. गहराई तक
Benching base and disposal of the excavated material including dressing etc. complete within initial lead upto 50m and lift upto 1.5m
जे.सी.बी. मशीन/ट्रेक्टर मय स्क्रेपर द्वारा मिटटी खुदाई कार्य, खोदी हुई मिटटी के डगलों को तोडने (Breaking of clods), घास एवं कंकर, पत्थर को अलग करना (Sorting of grass & pebbles) एवं बण्ड (Bund) का सेक्शन (काट क्षेत्रफल में)/प्रोफाइल संधारित करना मय चढाना एवं उतारना प्रारंभिक लीड 250 मी. एवं लिफ्ट 3 मी. तक। Draft based on chapter 5th of irrigation page number 32 to 34 (दिनाँक 01/02/2017 से मान्य) ईकाई 1 घन मी. मशीनरी कार्य सख्त मिट्टी (in Hard Soil)
Watering of earth including cost of carrige of water when source of water is upto 5 KM
Compaction of earth or highly weathered strate by manually or plain roller ( Density 90 % of Proctor)
Earth work in execavation including loading unloading,disposaland dressing of execavated earth within initial lead of 50M and lift upto1.5m in dry or moist including dressing of execavated area with cost of dewatering wherever required and all applicable taxes and levies etc.complete in all respect.Soft soil
15 से 30 सेमी मोटे हथोड़े से तरासे हुए एकल पत्थर की पिचिंग समस्त उठान के साथ, आपूर्ति के साथ ।
Construction of TUBE-WELL upto 100m depth and above in all type of rocks by DTH system and over burden to accomodate casing pipe of following size in all type of soils and over burden including lowering of casing pipe but excludind cost of casing pipe as per IS 2800 (part I & II ) 1979 spwcifications . The work should be completed after obtaining sand free water . The tube well should have a throughout bore as per nominal dia of casing pipe. 250 mm dia Nominal size (minimum bore size of 250 mm )
Earth work in execavation including loading unloading,disposaland dressing of execavated earth within initial lead of 50M and lift upto1.5m in dry or moist including dressing of execavated area with cost of dewatering wherever required and all applicable taxes and levies etc.complete in all respect. Hard soil
Cement concerete (1:2:4) well mixed laid in posit- ion complete including all leads of all construc- tion materials including curing and finishing having well graded broken stone aggreate of maximum size upto 20 mm.
Supplying and laying aggregate in layers and profile as specified including all leads & lifts. River gravel 40 to 80 mm size
Supplying and laying aggregate in layers and profile as specified including all leads & lifts. River gravel 20 to 40 mm size
Supplying and laying aggregate in layers and profile as specified including all leads & lifts. River gravel upto 20 mm size
Supplying and laying sand in required profile including all lead & lifts.
Supply & fixing Pre cast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900mm dia
Providing &Fixing rigid PVC pipe dia. 75 mm
S/F of strainer pipes made of ERW MS black pipe ISI mark of 150 mm dia nominal bore size at the site of work including required size of slottings as per IS : 81110- 1985
Bricks masonary in cement mortar 1:6 for Foundation and Superstructure.
Cement plaster in cement sand mortar 1:4, 20mm thick.
बीज बुवाई बनाये गये रिज पर।
Cost of Seed Dhaman/ Stylohemata/ Ratanjot/ Arandi
Display board of stone on work site size. 2.00 *2.50 feet and hight 4.00 feet above ground level & Work site photograph (4"x6")
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