Tender For Construction Of Precast cement concrete Panel Wall Mbbs Girls Hostel To Dhbvn Boundary Wall For Protection Of Solar Panel At Mamc, Agroha (Hisar)
Tender Value
17.92 Lakhs
Estimated cost
Bid Submission
10 Sep 2026
12 days left
EMD
36000
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hisar → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Precast cement concrete Panel Wall Mbbs Girls Hostel To Dhbvn Boundary Wall For Protection Of Solar Panel At Mamc, Agroha (Hisar)
BOQ
| Sl. No. | Item Description |
| 1 | [11.4.1]10 mm thick cement plaster 1. 1:2 (1 cement: 2 fine sand) [Through Rate] |
| 2 | [11.58]Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete [Through Rate] |
| 3 | [11.65.1]Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer`s specification. 1. Two or more coats on new work [Through Rate] |
| 4 | [11.77]Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. [Through Rate] |
| 5 | [11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. [Through Rate] |
| 6 | [12.65.1]Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 1. 300x16 mm [Through Rate] |
| 7 | [12.66.1]Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 1. 250x10 mm [Through Rate] |
| 8 | [12.69.1]Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 1. 125 mm [Through Rate] |
| 9 | [13.29.2]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. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] |
| 10 | [14.51.1]Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacity 1. Hire Charges forJCB with bucket capacity of 0.4 cum [Through rate] |
| 11 | [17.8.1]Compaction 1. Extra for laying earth/fly ash as per specifications in 20 cm layers and dressing but excluding the cost of rolling [Through Rate] |
| 12 | [17.8.2]Compaction 2. Extra for watering the earth/fly ash laid in 20 cm layers as per specifications [Through Rate] |
| 13 | [17.8.3]Compaction 3. Extra for rolling to specifications [Through Rate] |
| 14 | [2.RM079] RM079. Earth Cost or compensation for earth taken from private land [Rate] |
| 15 | [20.24.3]Drilling and tapping cast iron pipe lines of all diameters and screwing in ferrule and connections 3. Ferrule size 20 mm [Through Rate] |
| 16 | [22.87.5]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings This includes jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge. External work 5. 40 mm nominal outer dia Pipes [Through Rate] |
| 17 | [22.88.2]Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 2. 20 mm dia nominal bore [Through Rate] |
| 18 | [26.4.2]SITE CLEARANCE 2. Surface dressing of ground including removing rank vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m in all kind of soils . [Through Rate] |
| 19 | [26.4.3]SITE CLEARANCE 3. clearing jungle manually including uprooting rank vegetation , grass, woody vegetation up to 30cm girth measured at height 1 m above ground level and removal of rubbish up to a distance of 50 m out side the periphery of the area cleared [Through Rate] |
| 20 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] |
| 21 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [Beyond 5km up to 10km per KM] |
| 22 | [34.29.2]GI barbed wire fencing 2. G.I Barbed Wire Fencing 1.8 Metre High Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres centre to centre founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 [Through Rate] |
| 23 | [4.16.1.1]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.1. All kind of soil Pipes, cables etc, not exceeding 80 mm dia . [Through Rate] |
| 24 | [6.15.1]Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 25 | [6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate] |
| 26 | [6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate] |
| 27 | Providing and fixing RCC Precast compound wall1. Columns 150 x 150 mm vertical H section columns with 7 bars of 3mm HT steel with 25 concrete is used.2. Plank (Slab) 2100 x 30 x 45mm plank with 4 bars of 3mm HT steel with M22 to M25 concrete is used.3. Compound wall Height from 5`00` to 10:00` Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 26, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysSep 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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