HBCHRC/MZP/W/PT/MISC/26-27/10

Homi Bhabha Cancer Hospital and Research Centre · Muzaffarpur, Bihar · Civil Works & Infrastructure · open

Key facts

Tender value: ₹33.1L
EMD: ₹66K
Published: 29 Oct 2026
Closing date: 19 Nov 2026
Status: open
Status as of: 05 Nov 2026 03:46 UTC
Ministry: Department of Atomic Energy
Department: Tata Memorial Centre
Office: Homi Bhabha Cancer Hospital & Research Centre, Muzaffarpur

Description

Modification and strengthening of the storm water drainage system and development of temporary visitors parking at Homi Bhabha Cancer Hospital and Research Centre, Muzaffarpur, Bihar. Estimated cost is Rs. 33,11,050 including GST; completion period is 120 days from issue of work order.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Certifications: Certificate of Registration, EPFO, ESIC, etc.
Documents required: Annual Income Tax return filed with I.T. Department, Class of Registration of appropriate organization, Certificate of Registration, EPFO, ESIC, etc., PAN Card (Permanent Account Number), Annual turnover of latest five year ending in March 2026 duly certified by Chartered Accountant, Profit & Loss statement certified by CA, Latest Bank Solvency Certificate, List of similar works carried during past 7 years with performance certificate and work order copies, List of works in hand indicating agency, value of work, stipulated time of completion, and present position/progress, Undertaking that eligible similar works have not been executed through another contractor on back-to-back basis, List of Plant & Machinery & Technical Staff, e-payment details towards cost of Processing Fee, Earnest Money Deposit instrument, Undertaking for having gone through the documents as per Technical Bid, Undertaking for the pre-bid clarifications, Forms A to J as mentioned in the NIT

New to these terms? Read how tender eligibility criteria work.

Commercial terms

Bid type: Percentage Rate
Make in India (MII): No
MSE preference: No

Line items (20)

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe — Qty: 150 m
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. — Qty: 3200 Kg
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 — Qty: 6 Nos
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work — Qty: 500 Sqm
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work — Qty: 300 sqm
Earth 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. All kinds of soil. — Qty: 100 cum
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 1000 Kg
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. — Qty: 75 Nos
Saw cutting of existing PQC pavement of thickness 200 mm to 250 mm to the required line and depth using power-operated concrete joint cutting machine fitted with diamond blade, including setting out, marking, straight and neat cutting through required pavement depth, water for wet cutting, operator/helper, blade wear, collection of slurry/debris and all incidental works, complete as directed by Engineer-in-Charge. — Qty: 250 Rmt
Earth 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. All kinds of soil. — Qty: 100 cum
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. — Qty: 1750 sqm
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. — Qty: 700 cum
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 30 cum
Providing 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) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 25 cum
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 30 cum
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand) — Qty: 250 sqm
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) — Qty: 30 sqm
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. — Qty: 1400 sqm
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 — Qty: 100 Sqm
Shifting and stacking of wooden logs lying on ground, including manual/mechanical handling, loading, transportation within the premises up to 50 m lead, unloading and stacking at the designated location, complete as directed by Engineer-in-Charge. — Qty: 1 Lumsum

3 tender document(s) available — sign up to download.

Related tenders

UNDER FRAME (LS & LWS PP) — Civil Works & Infrastructure · Tamil Nadu
Macdamization of road surface at syed Kamalud din Colony wanganpora Eid gah Near UPHC from h/o Ali Mohd upto h/o Nasir Khalel. — Civil Works & Infrastructure · Jammu and Kashmir · ₹15.0L
Operation of supply valves for the distribution pipe line for piped scheme Babaichya and Narwar with associated works, under jurisdiction of sub division rural, District Rural Division Ajmer (Excluding GST) — Civil Works & Infrastructure · Rajasthan · ₹3.3L
Construction of Mali Hut at Bimalnag Nursery under CAMPA CAT RATTLE for the year 2026 27 — Civil Works & Infrastructure · Jammu and Kashmir · ₹16.7L
CONSTRUCTION OF TOILET BLOCK IN SANOUR CITY — Civil Works & Infrastructure · Punjab · ₹9.1L
Repair of street and drainage in w.no.2 — Civil Works & Infrastructure · Punjab · ₹25.0L
Repair and renovation of University Library Building at GADVASU, Ludhiana. — Civil Works & Infrastructure · Punjab · ₹9.5L
P/F Interlocking Tiles St. Baba Jora EO Gurudwara Street Ward No.07 — Civil Works & Infrastructure · Punjab · ₹3.4L