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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹24.8 LAdmitted-Finance | -22.11% | ₹24.8 L | L1 | Admitted-Finance |
| 2 | L2₹25.4 LAdmitted-Finance | -20.17% | ₹25.4 L | L2 | Admitted-Finance |
| 3 | L3₹25.9 LAdmitted-Finance | -18.51% | ₹25.9 L | L3 | Admitted-Finance |
| 4 | L4₹27.0 LAdmitted-Finance | -15.03% | ₹27.0 L | L4 | Admitted-Finance |
Updated dates
Tender Value
₹31.8 L
EMD Value
₹63,580
Closing Date
22 Jan 2026, 6:00 pmClosed
EXECUTIVE ENGINEER W.D.S.C PS GOVINDGARH
EXECUTIVE ENGINEER W.D.S.C PS GOVINDGARH
CONSTRUCTION OF RECHARGING SHAFT AND SSB WORKS IN PMKSY 2.0 BLOCK GOVINDGARH (Package No. 02)
2026_WDSC_526334_1
NIT No. 04/2025-26 Block GovindgarhGarh Package No. 02
Open Tender
Civil Works
180 days
Govindgarh
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
₹63,580
Yes
EXECUTIVE ENGINEER W.D.S.C PS GOVINDGARH
27 Jan 2026
9 Jan 2026
23 Jan 2026
9 Jan 2026
22 Jan 2026
9 Jan 2026
15 Jan 2026
जंगल की सफाई, साधारण वनस्पति तथा झाडि़यों को काटने सहित।
Excavation in dry or moist and disposal of excavated material within initial lead of 30m and lift of 1.5m including dressing etc. complete Hard soil Mixed with Kankar/Boulder/Murram
सेन्टरिंग'शटरिंग (तख्ता एवम ढुलाबंदी) का आर.सी.सी. छत, स्लेब, छज्जे, लिन्टल आदि डालने के लिए लगाना 4.5 मीटर ऊचाई तक के लिए तथा हटाना आदि विशेष विवरण के अनुसार। शटरिंग स्टील
500 micron thick HDPE Geomembrane BIS 15351/2015 With GST
Labour charges for laying & spreading of LDPE / HDPE film of 250 micron on bed and sides including jointing etc. complete as per specifications excluding cost of LDPE film and including cost of overlapping and cost of adhesive tape etc. with transportation charges upto work site complete.
Excavation in dry or moist and disposal of excavated material within initial lead of 30m and lift of 1.5m including dressing etc. complete lead upto 20 km FOR CORE WALL
Labour charges including watering for puddle work to obtain minimum dry density as 90 % of M.D.D.
Re- handling excavation earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water including loading and un-loading wherever required with cost of dewatering wherever required. FOR CORE WALL
क्वेरी रबिश (1/6 वोइड्स काटें) 20 कि.मी. मूरम,भवन का मलवा,चूना,बजरी,पत्थर की गिट्टी 40mm नोमिनल साइज से कम तक का विभिन्न दूरी के लिए परिवहन सामग्री को चढ़ाना,उतारना व स्टेकिंग सहित
ग्रेवल,मूरम,क्वेरी रबिश, कंकर, गिट्टी आदि चाहे गए ग्रेड व केम्बर में अधिकाधिक 15 सेमी मोटी परत में बिछाई का कार्य मय ड्रेसिंग सहित
Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor)
Watering of earth including cost of carriage of water when source of water is up to 3 Km
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 )
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)
सीमेंट कंक्रीट 1 सीमेंट : 2 बजरी : 4 पत्थर एग्रीगेट अनुपात में 12 मिमी नामीय माप की एग्रीगेट के साथ डालना,कूटना तथा तराई आदि सहित
Supplying and laying aggregate in layers and profile as specified including all leads & lifts.
River gravel 40 to 80 mm size
River gravel 20 to 40 mm size
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.
Display board and photo for Recharge shaft
Display board and photo for SSB
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