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Tender Value
₹4.6 L
EMD Value
₹9,284
Closing Date
4 Jul 2026, 4:00 pm
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer
GENERATION DIVISION LJHP GANTAMULLA BARAMULLA
Construction of MS store sheds for received storing materials divisional store of LJHP
2026_SPDC_312011_1
E-NIT No 21 of 2026-27 dated 09.06.2026
Open Tender
Civil Works
60 days
DIVISIONAL STORES LJHP POWER HOUSE
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
Yes
Chief Pay and Accounts Officer
₹9,284
Yes
Executive Engineer
10 Jun 2026
10 Jun 2026
6 Jul 2026
10 Jun 2026
4 Jul 2026
10 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Surface leveling of the area required for the construction of 1 no. CGI sheds of dimension 10’x20’ | 1 | Sq. m | - | - | itemH1Code1 |
| 2 | Earth work in excavation by manual means in trenches for foundations, not exceeding 10 m2 on plan depth upto 1.5m including disposal of the excavated earth from the cutting edge, disposed earth is to level and neatly dressed inside the store for the installation of the CGI Shed of dimension 10ft x 20 ft
(2’x2’x2’)x6no’s | - | Cum | - | - | itemH1Code2 |
| 3 | Placing and laying of stone soling hand packed in horizontal level over the excavated area inside the generation store for the installation of the CGI Shed of dimension 10’x20’ | - | Cum | - | - | itemH1Code3 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all works upto plinth level in 1:4:8 aggregate 40mm nominal size crushed over the excavated area inside the generation store for the installation of the CGI Shed of dimension 10’x20’ | - | Cum | - | - | itemH1Code4 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all works upto plinth level in 1:1½:3 aggregate 20mm nominal size crushed over the excavated area inside the generation store for the installation of the CGI Shed of dimension 10’x20’ | - | Cum | - | - | itemH1Code5 |
| 6 | Form work including centering and shuttering including strutting propping etc. and removal of the form for
a. Foundation, footing
(2’x1’)x4x6no’s=48 ft2 | - | Sq. m | - | - | itemH1Code6 |
| 7 | Fabrication and erection of framework for the CGI shed of dimension 10’x20’ by way of Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes as detailed in scope of work in SBD | 1 | kgs | - | - | itemH1Code7 |
| 8 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
With 1.00mm thick with zinc coating not less than 275 GSM
Roof = 7.433 ft x20 ft x 2no = 297.32 sq.ft | - | Sq. m | - | - | itemH1Code8 |
| 9 | Providing and fixing 12 mm thick flat pressed 3 layer medium density particle board or graded particle board (Grade I) IS: 3087 marked, in ceiling with necessary nails etc. complete = 200 sqft = 18.58 m2 | 1 | Sq. m | - | - | itemH1Code9 |
| 10 | Providing and fixing of external wall system on Light gauge steel frame work with. Outer face having 6mm thick heavy duty fiber cement board fixed on 9mm thick heavy duty fiber cement board confirming to IS 14862:2000, category IV type A (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make. A grove of 2 mm to 3mm shall be maintained and groves shall be sealed with silicon based sealant. The board shall be fixed in a staggered pattern. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm and internal face 12.5mm thick gypsum plaster board fixed on 8mm thick fiber cement board confirming to IS 14862:2000 of category III type B (High pressure steam cured) as per standard sizes fixed with self drilling / taping screws / fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately). | - | Sq. m | - | - | itemH1Code10 |
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