Tender For The Construction Of A Water Supply Pipeline, Overhead Tank, And Meter Room For The Chili, Bakery, And Milk Processing Units Established At The Common Incubation Center In Janpad Varanasi.
Tender Value
10.50 Lakhs
Estimated cost
Bid Submission
21 Oct 2026
4 days left
EMD
21000
Bank guarantee accepted
Document Fee
766
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Varanasi → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For The Construction Of A Water Supply Pipeline, Overhead Tank, And Meter Room For The Chili, Bakery, And Milk Processing Units Established At The Common Incubation Center In Janpad Varanasi.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. DSR -2.32 ( Rate For VNs =8.95*.735=6.58) |
| 2 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: DSR 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration (Rate For VNS -310.05*.735=227.88) |
| 3 | Providing and laying in situ seven course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 2.0 mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately As per DSR-2023 SI No-14.88(Rate For VNS -855.7*0.735=628.94) |
| 4 | Earthwork in Excavation of foundation As Per DSR 2.80 dinary soil including lift upto 1.50 m and lead upt 30 m , and inculiding filling ,watring and ramming of Excavated earth in the space between building and the sides of foundation trenches or into the plinty and removal and disposal surplus warth as directed by Engineer -in-charge upto a sistance of 30 m from the foundation trenches as per(Rate For VNS -260.3*0.735=191.32) |
| 5 | Concrete with 4 cm gauge Stone ballast , sand of 1.25 F.M and cement in proportion of 1:4:8 in foundation AS Per DSR 4.1.8 and under floor including supply of all materials labour T & P etc. required for proper completion of the work.(Rate For VNS -6812*0.735=5006.80) |
| 6 | R.C.C work with cement approved coarse sand and 2 cm. Gauge approved stone grit proportion of 1:1½:3 in R.C.C up to plinth level all work AsPer DSR 5.1.2 (Rate For VNS -9045.75*0.735=6648.62) |
| 7 | Centering and shuttering including strutting, Footing propping etc. and removal DSR 5.9.1 (Rate For VNS -392.15*0.735=288.23) |
| 8 | Centering and shuttering including strutting, column propping etc. and removal DSR 5.9.6 (Rate For VNS -961.3*0.735=706.55) |
| 9 | Centering and shuttering including strutting, Lintel,Beam,Plinth propping etc. and removal DSR 5.9.5 (Rate For VNS -736.4*0.735=541.25) |
| 10 | Centering and shuttering including strutting, For Roof,Slab,sunshade propping etc. and removal DSR 5.9.3&4(Rate For VNS -927.25*0.735=681.53) |
| 11 | R.C.C Work with cement approved coarse sand & 20 mm guage approved stone grit in proportion of 1:1½:3 in superstructure, beam and slab roof and loumn including supply of all materials labour T & P etc. required for proper completion of the work. as per DSR 5.2.2 (Rate For VNS -10852.95*0.735=7976.92) |
| 12 | M-150 Brick Work 1:6 in cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply all material,labour and tool and plant ect. required complete for proper completion of work as per DSR 6.1.2 (Rate For VNS -7132.25*0.735=5242.20) |
| 13 | M-150 Brick Work 1:6 in cement sand of 1.25 coarse sand modulous mortar in superstructure including all required complete for proper completion of work as per DSR 6.4.2 (Rate For VNS -9105.95*0.735=6692.87) |
| 14 | R.C.C Work with cement approved coarse sand & 20 mm guage approved stone grit in proportion of 1:1½:3 in T beam and slab roof and loumn including supply of all materials labour T & P etc. required for proper completion of the work. as per Per DSR 5.3 (Rate For VNS -11505.5*0.735=8456.54) |
| 15 | Mild steel or iron in plain work such as in reinforced concreted or reinforced brick work wrought to required shape as necessary including with cutting bending for proper completion of the work including supply of steel its wastage.bend hooks & authorized overlapping shall be measured. As per DSR-5.22.3 (Rate For VNS -107.85*0.735=79.27) |
| 16 | Mild steel or iron in plain work such of small size section such holding down bolt, hold fast tie rods gating ect. work wrought to required shape as necessary including with cutting bending for proper completion of the work fabrication of holes,door chaukhts and nosing. As perDSR 10.25.2 (Rate For VNS -172.60*0.735=126.86) |
| 17 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 30x6 mm Flat for diagonal bracesAs per DSR-10.5.2 (Rate for vns -5563.75x0.735=4089.35 Sqm ) |
| 18 | Earthwork in cutting or in embankment in ordinary soil excavation pits not exceeding 1/2 meter (20\\") in depth and earth work in enbankment to be in 20cm (8\\") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5\\") lift and 30m (100') lead. the earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100') distance as directed by the E/I. I/C Compaction in Layer by Road Roller S.I.No-253 -up to 8km. |
| 19 | 12 mm cement plaster (1 cement:6 sand) of 1.25 fineness modulusm mortar in 1:6 of approved fine sand minimum thickness not be less than 10mm including supply of all materials,labour and T&P etc. required for proper completion of the work As per DSR 13.1.2 (Rate For VNS -333.35*0.735=245.0) |
| 20 | Finishing walls with Acrylic smooth exterior paint of required shade approved make and quality on previously old treated surface with this paint to give an even shade including supply of all materials, labour and T&P etc . Requared for proper completion of the work. As per DSR-13.47.1 (Rate For VNS -171.10*0.735=125.75) |
| 21 | walls Painting with (Two coat)with oilbod destemper paint with one coat of primer approved brand and manufacture to give an even shade Two or more coat on new work droppings and other foreign matter and sand prepared smooth SI No13.41.1 (Rate For VNS -185.65*0.735=136.45) |
| 22 | providind and laying wall putty two coat including supply of all materials labour and T&P ect.required of proper completion of the work DSR .13.8 (Rate For VNS -156.05*0.735=114.70) |
| 23 | 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Grading-1 Material) |
| 24 | Providing and Laying of Rubber moulded (Grey colour) Interlocking Concrete Block Pavements having thickness 80 mm including level and slope bend,filling joint with local sand on bed,filling as per drawings and Technical Specification Clause 1504. |
| 25 | Providing and Laying of Rubber moulded (Red colour ) Interlocking Concrete Block Pavements having thickness 80 mm including level and slope bend,filling joint with local sand on bed,filling as per drawings and Technical Specification Clause 1504. |
| 26 | 12mm thick plaster in wall in/out side in 1: 4 in cement f/sand mortar work SI 584 |
| 27 | Supply and informatory M.S. sign Board size 1.2x0.90meter made of 18mm gauge M.S sheet fic ISA 40x40x6mm from support in back side by 40x5mm flat iron on all four side along with to vertical post of 2.90mtr Diagonal bracing of size 40x5mm flat iron electrically welded and painted with one coat red oxide primer and 2coat superier quality enamel paint with lettering work of required specified information also L/c fixing in trech both side C.C 1:2:4 size 0.45x0.45x0.50m Required for proper complation of work reference specification S.I No. 502 |
| 28 | Providing and fixing G.I. pipes complete with G.I. fittings including trenchingand refilling etc.External work DSR-18.12 |
| 29 | 32mm dai |
| 30 | 50mm dai |
| 31 | 80mm dai |
| 32 | Painting G.I. pipes and fittings with two coats of anti-corrosive bitumasticpaint of approved quality : DSR- 18.40 |
| 33 | 32mm dai |
| 34 | 50mm dai |
| 35 | 80mm dai |
| 36 | Providing and fixing G.I. Union in G.I. pipe including cutting and threadingthe pipe and making long screws etc. complete (New work) : DSR- 18.46 |
| 37 | 32mm dai |
| 38 | 50mm dai |
| 39 | 80mm dai |
| 40 | Making connection of G.I. distribution branch with G.I. main of following sizesby providing and fixing tee, including cutting and threading the pipe etc.complete : DSR-18.13 |
| 41 | 25 to 40 mm nominal bore |
| 42 | 50 to 80 mm nominal bore |
| 43 | Fixing water meter and stop cock in G.I. pipe line including cutting andthreading the pipe and making long screws etc. complete (cost of water meterand stop cock to be paid separately). DSR-18.14 |
| 44 | Providing and fixing C.I. double acting air valve of approved quality with bolts,nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) DSR 18.59.1 |
| 45 | 50mm dai |
| 46 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing notless than 85 gmsDSR18.63 |
| 47 | Providing and fixing of CPVC pipe having thermal stability of hot and cold water supply i/c fixing the pipe with clamp at 1 mt spacing and jointing the pipe with CVC solvent trenching refilling and testing of the joint.(External work) DSR-18.9.1 (Rate-244.7) |
| 48 | 15mm dai |
| 49 | Providing and fixing of 15mm CPVC outer dia pipe for concealed work complete with all. fittings and clamps, including cutting and making good the walls etc. Internal work including CPVC plain and brass threaded fittings as per detailed specification DSR-18.8 |
| 50 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete: DSR-18.18 |
| 51 | 15 mm nominal bore -18.18.1 |
| 52 | Providing and fixing C.P. brass bib cock of approved quality long body heavy quality L & K Jaguar or equivalent conforming to IS:8931.l |
| 53 | 15 mm nominal bore DSR-18.49 |
| 54 | Providing and fixing C.P. brass stop cock 400 gm (concealed) of standard design and of approved make conforming to IS:8931. |
| 55 | 15 mm nominal bore DSR-18.52 |
| 56 | Supply of full way gate Valve with CI wheel. |
| 57 | DSR-18.17 (15 mm Dia) |
| 58 | 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110mm dia pvc pipe DSR-12.41.2 |
| 59 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. |
| 60 | 300 mm dia |
| 61 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. |
| 62 | 150 mm nominal size dia |
| 63 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. |
| 64 | 150 mm nominal size dia |
| 65 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. |
| 66 | Gravel packing in tubewell construction in accordance with IS: 4097, includingproviding gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 67 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.. |
| 68 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: |
| 69 | 150 mm dia |
| 70 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. |
| 71 | 150 mm dia |
| 72 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I). |
| 73 | 150 mm dia |
| 74 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot & cold water supply including all CPVC plain & brassthreaded fittings This includes jointing of pipes & fittings with one step CPVCsolvent cement, trenching, refilling & testing of joints complete as per directionof Engineer in Charge External work18.9.1 |
| 75 | 50 mm dia nominal bore |
| 76 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 4 x 2.5 sq. mm Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysOct 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender