Tender For Special Repair To Existing Boundary Wall (Length 18 Mtr) Near Building No P-1 And Boundary Wall (Length 160 Mtr) Near Building P-2 To P-3 And Provn Of Solar Street Lights At Saraibari Under Ge Jorhat.
Tender Value
44.34 Lakhs
Estimated cost
Bid Submission
26 Aug 2026
3 days left
EMD
89000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jorhat → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair To Existing Boundary Wall (Length 18 Mtr) Near Building No P-1 And Boundary Wall (Length 160 Mtr) Near Building P-2 To P-3 And Provn Of Solar Street Lights At Saraibari Under Ge Jorhat.
BOQ
| Sl. No. | Item Description |
| 1 | NOTE:-(i) The bidders/contractors are advised to read tender document & all corrigendum / amendments and General conditions of contracts before entrying/quoting the rates.(ii) It is highlighted that the certain condition of General Condition of Contracts (IAFW-2249) has been modified as per direction of MoD i.e. inclusssion of Performance Security, deletion of Risk & Cost Provisions and increase in defect liability period all as per tender documents. The tenderers should keep in mind while quoting their offer. (iii) (Applicable for all items/parts):- The bidders/contractors are advised to refer Notes on BOQ/SCH'A' before entry/quoting the rates. |
| 2 | Demolition of brick work or stone/boulder masonry, built in cement mortar including all quions, arches, pillers etc complete all as specified and as directed. |
| 3 | Taking down cement plaster of any description built in cement mortar on brick or stone walls etc including racking out joints, hacking for Key, scrubbing down with water etc. complete all as specified and as directed. |
| 4 | Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth for foundations or for shafts, wells, cesspits, manholes, pier holes etc. not exceeding 10Sqm on plan and not exceeding 1.50m in depth and getting out in soft/loose soil complete all as specified and as directed. |
| 5 | Excavation in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm, watering and removing surplus soil to a distance not exceeding 50m and making good disturbed surface in any type of soil complete all as specified and as directed. |
| 6 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm on soft/loose soil complete all as specified and as directed. |
| 7 | Removing excavated materials not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed. |
| 8 | Material and labour for providing cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concreting complete all as specified and as directed. |
| 9 | Material and labour for providing cement concrete 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concreting complete all as specified and as directed. |
| 10 | Material and labour for PCC 1:2:4, type B-1 (using 20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary use and waste of formwork complete all as specified and as directed. |
| 11 | Material and labour for reinforced cement concrete 1:2:4 type B1 (Nominal Mix) (using 20mm graded stone aggregate) as in footing, foundation beam, bases of column plinth beams, etc complete all as specified and as directed. |
| 12 | Material and labour for reinforced cement concrete 1:2:4 type B1 (Nominal Mix) (using 20mm graded stone aggregate) as in as in column, pillars, piers, posts and struts complete all as specified and as directed. |
| 13 | Material and labour for reinforced cement concrete 1:2:4 type B1 (Nominal Mix) (using 20mm graded stone aggregate) as in beams, cantilevers, lintel over 1.50m span complete all as specified and as directed. |
| 14 | Material and labour for brick work with sub class `B` bricks, old size, straight or curved on plan exceeding 6m mean radius built in cement mortar (1:4) complete all as specified and as directed. |
| 15 | Material and labour for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams;and similar work; vertical or to batter with rough finished flat surface complete all as specified and as directed. |
| 16 | Material and labour for flat formwork to sides of pillars, posts, struts, piers, columns and stanchions with rough finished flat surface complete all as specified and as directed. |
| 17 | Materials and labour for use and waste of form work to sides and soffits of floor or roof beams, beam haunchings, girders, bres-summers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. with rough finished flat surfaces of concrete complete all as specified and as directed. |
| 18 | Material and labour for mild steel TMT bars 10mm dia and over, cut to length bent to shape required, including cranking bending spirally for hooping for columns , hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and as directed. |
| 19 | Material and labour for mild steel TMT bars 5mm dia and over and upto and including 10mm dia, cut to length bent to shape required, including cranking bending spirally for hooping for stirrups, spacers, binders and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and as directed. |
| 20 | Supply and fixing rolled mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe-410-W (Gde-E-250 quality-A) complete all as specified and as directed. |
| 21 | Materials and labour for mild steel fencing posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed. |
| 22 | Supply and fixing galvanised. 2 strand, steel barbed wire 2.24mm dia. barbed with 2mm dia. barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as in repair complete all as specified and as directed. |
| 23 | Supply and fix Concertina coil razor tape barbed wire (reinforced barbed tape) of the following specifications complete all as specified and as directed :- (i) Dia of coil when unstretched -600 mm(ii) No of circles- 50 to 53 per coil(iii) Weight of each coil -8.62 to 10 Kg(iv) Coverage per coil- 6 RM.(v) Central Core Wire:- Made from high tensile spring steel core wire conformning to IS-4454 duly hot dipped galvanised (conforming to IS 2629) with diameter 2.59 mm ± 0.05 mm, UTS 162 Kg/Sqmm, Zinc coating 230 gms /Per Sqm.(vi) Strip :- Electro galvanised steel strip 0.5mm ± 0,02 mm thick, width 19 mm (before wrapping on central core wire), conforming to IS-1573, Zinc coating - 120 gm/Sqm, width of barbs 11.5 mm, pitch of barbs 25.4 mm ± 0.2 mm.(vi) Clips:-Galvanised - 1.5 mm thick U clips, \\"U\\" clips special type for joining one coil to another coil and PBT(R) wire to PBT(R) wire joining and the strengthening wire (two line wires for each run)fixed to angle iron post with box clips, nuts and bolts.(vii) No of clips 105 for each coil, handle and spikes to be provided as required. |
| 24 | Materials and labour for 15 mm thick rendering on fair faces of brick work in cement mortar (1:4) and finished the surfaces even and smooth without using extra cement complete all as specified and as directed. |
| 25 | Materials and labour for 15 mm thick rendering other than fair faces of brick work in cement mortar (1:4) and finished the surfaces even and smooth without using extra cement complete all as specified and as directed. |
| 26 | Material and labour for applying two coats of cement base paint over a coat of alkali resistant primer including preparation of newly plastered surfaces of wall complete all as specified and as directed. |
| 27 | Material and labour for preparation of new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed. |
| 28 | Supply and fixing 75 mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed. |
| 29 | Supply and fixing Solar Street Light Fitting, LED type, 60 Watt, complete with MPPT Charge Controller, PIR Motion Sensor, and automatic dimming feature (100% illumination for the first 4 hours and 25% illumination for the remaining 8 hours), hybrid type, complete with 72 Ah LiFePO₄ (Lithium Iron Phosphate) Battery, 150 Watt SPV Mono-crystalline Solar PV Module, and 7.0 metre octagonal GI pole having top diameter 70 mm, bottom diameter 130 mm, and 3 mm wall thickness, including base plate, foundation bolts (J-bolts), mounting brackets, interconnecting cables, battery box, all accessories, installation, testing and commissioning, complete all as specified and as directed.Note: Foundation work shall be measured and paid for separately. |
| 30 | Supply and laying under ground XLPE insulated PVC sheathed (Heavy duty) armoured 1100 volts grade aluminium conductor cable of size 10 Sqmm 2 core laid in trenches as per IS 7098 (Part I) including connection cable glands, aluminium lugs etc. complete all as specified and as directed. |
| 31 | Supply and fixing of cable entry terminal box for street light made of PVC of size 155 × 210 × 92 mm, IP 55/65 degree of protection, brackets provided inside to facilitate DIN rail along with cable entry, including bracket for mounting, including necessary DIN channel fixed and connection including RYB N terminal complete all as specified and as directed. |
| 32 | Material and labour for sand Cushioning (dry) in trenches/ducts for protection of UG Cables (below, above and around the UG Cable laid in Trenches) of 23 Cm Spread thickness (8 Cm in depth before laying the Cable and 15 cm in depth after laying the Cable) and consolidated (punned) upto 18 cm thickness, complete all as specified and as directed. NOTE : For the purpose of Payment, Punned thickness of Sand Cushioning only shall be measured and paid for. |
| 33 | Material and labour for Brick with subclass 'B' bricks in cable protection, laying with built in each other complete all as specified and as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysAug 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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